View Bid Results For Installation Of Crash Barrier Tenders

We found 193 Bid Results related to installation of crash barrier tenders. You can find Contractor details who won installation of crash barrier tenders along with contract details in Bid awards announcements section.

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Showing 1–4 of 193 tenders matching your filters
1.
Defence #11329685 AOC
Bids Are Invited For Supply And Installation Of Metal Crash Barrier Total Quantity : 250
Contract Date: Ref. Documents Contract Value : ₹ 63.84 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 12
Nagaland View Result →
2.
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 →
3.
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
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4.
Housing Urban and Rular Development #10969978 Technical Bid
Tender for Installation Of Crash Barrier Near Undari Nalla Near Spdm College, Shingave Shivar Shirpur, Tal. Shirpur District Dhule.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Maharashtra View Result →
5.
Power #10964671 Price Bid
Tender for Supply, Installation And Fixing Of Crash Barrier Along The Service Lane
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Jharkhand View Result →
6.
Housing Urban and Rular Development #10832185 Price Bid
Tender For Road Safety Signage Work At Chadra Black Spot Selected In The Year 2025 In Sitapur District. - 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 surfaceapplied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. 2 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated Bar/Transverse Bar Marking)Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 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. Morth-803 (8.13)-Base. 3 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 type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mid steel angle iron post 75 mm x 75 mm x 6 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, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Intemational/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-00) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. 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 while quoting tender. LKO SOR CH-26 MoRTH 801 (8.4)Accident Prone Zone 60cm x 45cm Rectangular definition plate size (20x60cm) 4 50X60 cm single chevron 5 Speed Limit 60cm circular with definition Plate size (20x60cm) 6 Cautionary 90cm equilateral triangle definition plate size(20x60cm) 7 Object Hazard Board 30cm x 90cm (Left/Right) 8 No Parking/No Standing 60cm circular with definition size (20x60cm) 9 Stop Sign 90cm high octagon 10 Pedestrain Crossing 90cm equilateral triangle definition plate size(20x60cm) 11 Reflective Raised Pavement Markers (Cat Eye/ Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material 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 contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (with shank) LKO SOR CH-26 MoRTH 804 (8.35)-Suggestive 12 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 upto date made of high intensity grade sheetingThe Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date.Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Sheet fixed over aluminium sheeting ,2 mm thick with area exceeding 0.9 sqm.Supported on a mildsteel double angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with PCC M-25 grade cement concrete 45x45x60 cm,60cm below ground level as per approved drawing, complete.as per SOR Ch-26 SI No.-20 13 Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) [Morth Chapt. Summary 8.23)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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8.
Housing Urban and Rular Development #10783968 Price Bid
Installation Of Crash Barriers And Sign Boards In Thathri Kilhotran Road In Km 19Th And Km 24Th To 30Th ..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Jammu And Kashmir View Result →
9.
Housing Urban and Rular Development #10566669 Price Bid
Tender For Rasra Tirahipur Road Ghazipur Border To Lakhneshwardih Salempur To Dihwan Marg (Odr) Repair Work Of Damaged Culvert Located At 44.30 - Providing and applying tack coat with VG.- 10using emulsion pressure distributor at the rate of 0.30 kg per sqm in the norms bituminous surface cleaned with mechanical broom . 2 Providing and layingbituminous concrete with 100-120 TPH batch type hot mix plantproducing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects. 3 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. 4 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, labourand T&P etc. Required for proper completion of the work. 5 Supplying and installation of delinators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. 6 Supply and fixing of Cat-Eye including all accessories required for proper completion of the work. 7 Direction and place identification signs upto 0.90 sqm. Size board . Providing and erecting direction and place identification retro-reflectorised sign as per IRC-87 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having sheeting tested for coefficient of tetro reflection, daytime colour and liminance, shrinkage, flexibility, liner removal, adhesion, impact resistance specular gloss and furgus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Internation/Governmentlaboratory as per MoRTH specification No. 801.3.7 Sheet fixed over aluminium sheeting 2mm. thickwith area not exceeding 0.9 sqm. . Supported on a mildsteel single angleiron post 75x75x6mm. firmly fixed to the ground by means of proerly designed foundationwith M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing complete. 8 Providing and laying of hot applied thermoplastic compound 2.5mm. Thick including reflectorising glass beads @ 250 gms per sqm. Area, Thickness of 2.5mm. Is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and freee from streak and holes 9 Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si 11 Providing and laying boulders apron on river bed for protection against scour with stone boulder weighing not less than 40kg. Each complete as per drawing and technical specification. 12 Constn. OfPatri with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5(By carted earth)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
10.
Housing Urban and Rular Development #10531647 AOC
Restoration On Link Road Kalahu More To Bahreri Via Gudwin Via Gudwin Bhukkar Beri Brahmna Sai Da Ghat Namlahk Jaroh Road Km 0 00 To 7 720 Sh Providing And Installation Of Crash Barrier
Contract Date: Apr 29, 2026 Contract Value : ₹ 9.67 Lakh
Government Departments No of Bidders 3
Himachal Pradesh View Result →
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Chhattisgarh View Result →
13.
Housing Urban and Rular Development #10503771 Price Bid
Road Safety Infrastructure For Installation Of Crash Barriers On I ) Watsar To Dangarnalla Road Pkg No Jk04-143Ii ) Diller Paien To Diller Bala Roadpkg No Jk04-91
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Jammu And Kashmir View Result →
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15.
Housing Urban and Rular Development #10432380 Price Bid
Repair Maintenance of Specialized Electrical And Mechanical Services Of Delhi High Court, New Delhi (Sh Upgradation And Repair Of Existing Security Equipments) -Annual firmware upgradation of ‘Autopass’ make software license model APIS/PL51/2023-24/914.REV3. The Annual update is to protect from untrusted source & prevent malware, backdoors, or spyware that compromise functionality & performance of the system. The firmware license shall be applicable for 110 Months. Any glitch or bug or security vulnerability, this patching shall suffice, and shall be renewed on annual basis, for installed UVSS at1. S-Block_Gate-11, Delhi High Court2. S-Block_Gate-12, Delhi High Court 2 Replacement ofboom barrier arms suitable for ‘Fortuna’ make boom barrier of Extruded Aluminium with red reflecting tapes and powder coated in white colour of maximum 5mtr length and of appropriate gauge or thickness as originally installed. The arms shall also included delivery/freight/packaging/site installations/engineers day costs/helper day costs etc. 3 Supply, laying, and installation of 4-core, 35 Sq.mm PVC-sheathed and PVC-insulated/XLPE Aluminium conductor armoured power cable of 1.1 kV grade. The cable shall be installed as per site requirements, ensuring proper alignment, protection, and compliance with standard electrical safety regulations. The scope includes all necessary fittings, terminations, and associated works for seamless operation. 4 Fabrication, supplying and installation of outdoor type floor mount Cubical Panel with canopy for protection from water of suitable size(Drawing shall be approved prior to the manufacturing from the engineer in-charge)made out of M.S. sheet of 2 mm thick (14SWG) of size not less then 0.5 Cu.M. duly compartmentlised having 4 strip aluminium bus bar of 200 Amp capacity with locking arrangement for protection from dust and having following accessories mounted inside the cubical panel i/c connections, interconnection with two Nos. earth studs duly power coated painted complete etc as required (CPRI approved) Incomer- a) 200 A, 36kA, FPMCCB - 1 No Outgoing-a) Meter Panel of suitable size- 15 Nosb) ELCB-15 Nos (For Each Meter) Meteringa) Digital Voltmeter 0-500 volt size 96x96mm flush type -1 Nob) Digital Ammeter 0-200A size 96 sqmm flush type - 1 No 5 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. (DSR -2022) 6 Providing services of Technical Assistant for providing Assistance to the security staff for smooth operation and routine checking to ensure proper functioning and providing immediate assistance during breakdown situation including periodical servicing and repairing, as and when required of Crash Rated Bollards (1 Set of 5) with Boom Barrier (2nos) and Under Vehicle Scanning System (1 no), RFID (1 Set) installed at Gate-1,10,12 in Hon’ble Delhi High Court by deploying staff in on alldays of the month including Sunday and Holidays.The operator/technical assistant should be adequately trained and should have knowledge for Bollards, Boom Barrier and UVSS etc. complete as required,as per terms and conditions and as per direction of engineer-in-charge. 7 A) Technical Assistant cum Operator – 3 Nos. For Judge Gate no. 1,10,12 (From 10.00 PM to 06.00AM)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Delhi View Result →
16.
Health and Family Welfare #10357309 Price Bid
Tender For Who-Gmp Certified Medicine And Isi/Iso/Ce Certified Material, Pathological Items And Equipments , Name Of Items , Tab 5-Fluro Uracil500 Mg , Tab Abacavir 300 Mg , Tab Aceclofenac + Paracetamol + Serrapeptidase 100 + 325 +10Mg , Tab Aceclofenec 100Mg , Tab Acetazolamide 250 Mg , Tab Acetylsalicylic Acid (Aspirin) 25 Mg , Tab Acetylsalicylic Acid 150 Mg , Tab Acyclovir 200 Mg , Tab Acyclovir 800 Mg , Tab Albendazole 400 Mg , Tab Allopurinol300 Mg , Tab Allopurinol 100 Mg , Tab Alprazolam 0.25 Mg , Tab Amiodarone 100 Mg , Tab Amlodipine + Atenolol , Tab Amlodipine 10 Mg , Tab Amlodipine 5 Mg , Tab Amoxycillin+Clavulanic Acid (Amoxycillin 500 + Clavulanic Acid 125Mg) , Tab Artemether (A) + Lumefantrine (B) 20 Mg (A) + 120 Mg (B)1X6 , Tab Artemether (A) + Lumefantrine (B) 80 Mg (A) + 480 Mg (B) , Tab Artemether (A) + Lumefantrine (B)Oral Liquid 80 Mg (A) + 480 Mg (B)/5 M , Tab Ascorbic Acid (Vitamin C)100 Mg 100 Mg , Tab Aspirin 75 Mg , Tab Atenolol 50 Mg , Tab Atenolol100 Mg , Tab Atorvastatin 10 Mg , Tab Atorvastatin 40 Mg , Tab Azithromycin 250 Mg , Tab Azithromycin 500 Mg , Tab Baclofenbaclofen 40 Mg , Tab Betahistine 8 Mg , Tab Betamethasone 0.5 Mg , Tab Bicalutamide 50 Mg , Tab Bisacodyl 5Mg , Tab Bisacodylsuppositories 5 Mg , Tab Calcium Carbonate . 500 Mg , Tab Calcium Leucovorin50mg , Tab Calcium With Vitamin D3calcium Equivalent To 500 Mg & Vit. D3 250 Iu , Tab Capeciine500 Mg , Tab Carbamazepine 200 Mg , Tab Carbamazepine 200 Mg , Tab Carbimazole 10 Mg10strip , Tab Carboplatin450 Mg , Tab Cefixime 200 Mg , Tab Cefixime 50 Mg , Tab Cefpodoxime + Clavunate 200+125Mg , Tab Cefpodoxime- 200 Mg , Tab Cetirizine 10 Mg , Tab Cefadroxil 250 Mg , Tab Cefadroxil 500 Mg , Tab. Cefuroxime( 250 Mg) , Tab. Cefuroxime( 500 Mg) , Tab. Cefuroxime 500Mg + Clavunate 125Mg , Tab Chloroquine 250 Mg , Tab Chlorpromazine 100 Mg , Tab Chlorthalidone12.5Mg , Tab Chlorthalidone25mg , Tab Cinnarizine 25 Mg , Tab Ciprofloxacin 250 Mg , Tab Ciprofloxacin 500 Mg , Tab Ciprofloxacin + Tinidazole(250 Mg + 300 Mg) , Tab Ciprofloxacin+ Tinidazole (500Mg & 500Mg) , Tab Ciprofloxacin + Tinidazole(500Mg+600Mg) , Tab Cisplatin50 Mg , Tab Clarithromycin 250 Mg , Tab Clarithromycin 500 Mg , Tab Clofazimine 100 Mg , Tab Clofazimine 50 Mg 4 , Tab Clomiphene Citrate50 Mg , Tab Clonazepam 0.5 Mg , Tab Clopidogrel 75 Mg , Tab Clotrimazole (Vaginal )Pessary 500 Mg (With Applicator)Single , Tab Clozapine 25 Mg , Tab Clozapine 50 Mg , Tab Cyclophosphamide500 Mg , Tab Dapsone 100 Mg , Tab Deferasirox 250Mg , Tab Deferasirox 500 Mg30 , Tab Deferiprone500mg , Tab Deriphylline Sr 300 Mg , Tab Dexamethasone 0.5 Mg , Tab Diazepam 5 Mg , Tab Diclofenac 50 Mg , Tab Diclofenac 100Mg(Sr Tablet) , Tab Diclofenac 50Mg +Paracetamol 325Mg+Chlorzoxazone 500Mg , Tab Diclofenac 50Mg + Paracetamol 500Mg + Chlorzoxazone 250Mg(50Mg+500Mg+250Mg) , Tab Diclofenac Sodium + Paracetamol +Serratiopeptidase(50 Mg +325 Mg + 10 Mg) , Tab Dicyclomine 500 Mg , Tab Dicyclomine Hydrochloride 20 Mg , Tab Diethylcarbamazine 100 Mg , Tab Digoxin 0.25 Mg , Tab Digoxin 250 Mg , Tab Diloxanide Furoate 500 Mg , Tab Diltiazem 60 Mgl , Tab Diltiazemsr90 Mg , Tab Diltizem 30 Mg , Tab Diphenylhydantoin 30 Mg , Tab Dispersablehydroxyurea100 Mg , Tab Disulfiram 250 Mg , Tab Docetaxel120 Mg , Tab Domperidone 10 Mg , Tab Donepezil 5 Mg , Tab Doxorubicin50 Mg , Tab Drotaverine 40 Mg , Tab Empagliflozin25 Mg , Tab Enalapril Maleate 10 Mg , Tab Epirubicin100 Mg , Tab Erlotinib 150 Mg , Tab Escitalopram 10 Mg , Tab Ethamsylate250 Mg , Tab Ethinylestradiol (A) + Levonorgestrel (B) 0.03 Mg (A) + 0.15 Mg (B) , Tab Ethinylestradiol 0.01 Mg , Tab Ethinylestradiol 0.05 Mg , Tab Etophylline+Theophylline 100 Mg (Etophylline 77+Theophylline 23 )Mg , Tab Etoposide100 Mg , Tab Exemestine 25 Mg , Tab Ferric Carboxymaltose250mg , Tab Ferrous Ascorbate(100Mg. Elemental Iron+Folic Acid 1.5 Mg) , Tab Finofibrate160 Mg , Tab Finofibrate 40 Mg , Tab Fluconazole 150 Mg , Tab Flunarizine 5 Mg , Tab Fluoxetinecapsule 20Mg , Tab Folic Acid 5Mg , Tab Furazolidone 100 Mg , Tab Furusemide 40 Mg , Tab Gefitnib 250 Mg , Tab Gemciine1.4 Mg , Tab Glibenclamide 5 Mg , Tab Gliclazide 80 Mg , Tab Glimeperide 1 Mg , Tab Glimeperide 2 Mg , Tab Gutta Percha (Gp)30/Bottel , Tab Haloperidol 5 Mg , Tab Hydrochlorothiazid 12.5 Mg , Tab Hydrochlorothiazid 50 Mg , Tab Hydrochlorothiazide 25 Mg , Tab Hydroxychloroquine 200 Mg , Tab Hydroxyzine25 Mg , Tab Ibuprofen 400Mg , Tab Imatinib Mesylate400 Mg , Tab Imipramine 25 Mg , Tab Iron & Folic Acid Sugar Coatediron And Folic Acid Sugar Coateddried Ferrous Sulphate Ip Eq. To 45 Mg Ferrous Iron And 400 Mcg Folic Acid Ip (Pink Colored ) - , Tab Iron & Folic Acid Sugar Coatediron Folic Acid Sugar Coated (Blue ) Ferrous Sulphate Ip Equivalent To60 Mg Elemental Iron & 500 Mcg Folic Acid Ip , Tab Iron & Folic Acid Sugar Coatediron Folic Acid Sugar Coated (Red ) Ferrous Sulphate Ip Equivalent To60 Mg Elemental Iron & 500 Mcg Folic Acid Ip , Tab Isosorbide -5-Mononitrate 20 Mg , Tab Isosorbide Dinitrate 5 Mg , Tab Itraconazole/Capsule 100 Mg , Tab Ivermectin 12 Mg , Tab Ketorolac10 Mg , Tab Labetalol 100 Mg , Tab Lenalidomide 25 Mg , Tab Letrozole 2.5Mg , Tab Levetiracetam 250 Mg , Tab Levodopa (A) + Carbidopa (B) 100 Mg (A) + 10 Mg (B) Cr , Tab Levodopa (A) + Carbidopa (B) 100 Mg (A) + 25 Mg (B) Cr , Tab Levodopa (A) + Carbidopa (B) 250 Mg (A) + 25 Mg (B) , Tab Levofloxacin 250 Mg , Tab Levofloxacin 500 Mg , Tab Levonorgestrel 0.75 Mg , Tab Levocetirizine Tab 5Mg , Tab Levocetirizine + Monteleukast(5 Mg + 10 Mg) , Tab Levocetrizine 10 Mg, Montelucost 20 Mg , Tab Levocetrizine Hcl 5Mg + Ambroxol Hcl 75 Mg , Tab Levothyroxine 100 Mcg100per Bottle , Tab Levothyroxine 50 Mcg100per Bottle , Tab Linezolid 600 Mg , Tab Lithium Carbonate 300 Mg , Tab Loperamide 2 Mg , Tab Lorazepam 1 Mg , Tab Losartan10 Mg , Tab Mebeverine 200 Mg10 X 15 , Tab Medroxy- Progesterone 10 Mg , Tab Mefenamic Acid 250Mg + Drotaverine 80Mg , Tab Metformin + Gliclazide 500+80Mg , Tab Metformin 500 Mg , Tab Metformin-Sr1000mg10x15 , Tab Methotraxate50 Mg , Tab Methyl Ergometrine Maleate 0.125 Mg , Tab Methyldopa 250 Mg , Tab Methylprednisolone 16 Mg , Tab Methylprednisolone 4 Mg , Tab Metoclopramide 10 Mg , Tab Metoprololsr25 Mg , Tab Metoprololsr/Plain50 Mg , Tab Metronidazole 400 Mg , Tab Mifepristone 200 Mg1 Per Pack , Tab Misoprostal 100Mcg , Tab Misoprostal 200 Mcg4in 1 Pack , Tab Misoprostol 200Mcg (Oral/ Vaginal) , Tab Montelukast 5 Mg , Tab Morphine 10 Mg , Tab Morphine+I469sr/30 Mg , Tab Multivitamin Sugar Coated Nfi Formula Sugar Coated Vit A 2500 Iu , Vit C 50Mg, Calcium Pantothenate- 1Mg,Vit B1 2 Mg Vit B6 0.5 Mg Vit D3 200 Iu Vit , Tab Nicotinamide 50 Mg7 , Tab Nifedipine 10 Mg , Tab Nitroglycerine (Glyceryl Tri Nitrate)Sub-Lingual0.5 Mg10 , Tab Norfloxacin 400 Mg , Tab Norfloxacindispersible100mg , Tab Ofloxacin200 Mg , Tab Ofloxacin400mg , Tab Ofloxacin + Ornidazole(200Mg And 500Mg , Tab Ofloxacin 200Mg +Tinidazole 600Mg(Tab) , Tab Olanzapine 5 Mg , Tab Olanzapine10 Mg , Tab Ondansetron 4 Mg , Tab Ormeloxifene 30 Mg , Tab Oxaliplatin100 Mg , Tab Paclitaxel260 Mg , Tab Paracetamol 500Mg , Tab Paracetamol 650Mg , Tab Penicillin V (Phenoxymethyl Penicillin)250 Mg , Tab Phenobarbitone 30 Mg , Tab Phenobarbitone 60Mg , Tab Phenytoin/ Diphenylhydantoin 100Mg , Tab Povidone Iodinevaginal Pessary 200Mg10 X 10 , Tab Prednisolone 10Mg , Tab Prednisolone 20 Mg , Tab Prednisolone 20Mg , Tab Prednisolone 30Mg , Tab Prednisolone 40Mg , Tab Pregabalin 150 Mg , Tab Primaquine 15 Mg , Tab Primaquine 2.5 Mg , Tab Primaquine 7.5 Mg , Tab Propranolol 10 Mg , Tab Pyridoxine 10 Mg , Tab Pyridoxine 100 Mg , Tab Pyridoxine 40 Mg , Tab Quinine 300 Mg , Tab Rabeprazole 20 Mg , Tab Ramipril 2.5 Mg , Tab Ranitidine 150 Mg , Tab Riboflavin 5 Mg7 , Tab Risperidone 2 Mg , Tab Salbutamol 4 Mg , Tab Sitagliptin 50 Mg , Tab Sodium Valproate 500 Mg , Tab Sorafenib 200Mg , Tab Spironolactone 25 Mg , Tab Sucralfate 20 Mg , Tab Sulfamethoxazole And Trimethoprim800mg +160Mg , Tab Sulfamethoxazole+ Trimethoprim (Pediatric S) 400 Mg+80 Mg , Tab Sulfamethoxazole+Trimethoprim200mg +40 Mg , Tab Sulfasalazine 500 Mg , Tab Sumatriptan 25 Mg , Tab Sunitinib/Capsule50 Mg , Tab Sitagliptin 50 Mg +Metformine500mgs , Tab. Deferiprone 500Iu , Tab Tamoxifen 10 Mg3 , Tab Tamoxifen20 Mg , Tab Tapentadol 100 Mg , Tab Telmisartan 40 Mg , Tab Temozolamide 250 Mg , Tab Thiamine 100 Mg7 , Tab Thinylestradiol (A) + Levonorgestrel (B) 0.03 Mg (A) + 0.15 Mg (B) With Ferrous , Tab Tinidazole 300 Mg , Tab Tramadol 50Mg , Tab Tranexamic Acid 500Mg , Tab Trihexyphenidyl 2 Mg , Tropicacyl Plus Eye Drop , Tab Verapamil 40 Mg , Tab Vincristin1 Mg , Tab Vitamin. B Complex Nfi (Prophylactic) B1 2 Mg, B2 2Mg, B6 0.5 Mg, Niacinamide 25 Mg, Calcium Pantothenate 1 Mg , Tab Warfarin 1 Mg , Tab Warfarin 2 Mg , Tab Warfarin 5 Mg , Tab Zinc Sulphate Dispersible 10Mg , Tab Zinc Sulphate Dispersible 20Mg10 X 10 , Tab Zoledronic Acid4 Mg , Tab Zolpidem10 Mg , Cap Amoxycillin 250 Mg10 X 10 , Cap Amoxycillin 500 Mg10 X 10 , Cap Ampicillin 250 Mg10 X 10 , Cap Ampicillin 500 Mg10 X 10 , Cap Cephalexin 250 Mg10 X 10 , Cap Cephalexin 500 Mg10 X 10 , Cap Clindamycin 150 Mg10 X 10 , Cap Cloxacillin 125 Mg10 X 10 , Cap Cloxacillin 500 Mg10 X 10 , Cap Cycloserine 125 Mg10 X 10 , Cap Doxycycline 100Mg10x10 , Cap Hydroxyurea 500 Mg , Cap Nifedipine 5 Mg10 X 10 , Cap Pomalidomide 2 Mg , Cap Rifampicin 150Mg , Cap Rifampicin 300Mg , Cap Rifampicin 450Mg , Cap Rifampicin 600Mg , Inj Acyclovirinj 250 Mg/Vialvial , Inj Adenosineinj 3 Mg/ Ml -2 Ml Amp , Inj Adrenalineinj 1 Mg/ Ml1 Ml Amp , Inj Amikacininj 100 Mg/2 Ml2 Ml Vial , Inj Amikacininj 500 Mg/2 Ml Vial2 Ml Vial , Inj Aminophylline Inj 25 Mg/ Ml10 Ml Vial , Inj Amiodaroneinj 50 Mg/ Ml3 Ml Amp , Inj Amoxycillin+Clavulanic Acid (Amoxycillin 500 + Clavulanic Acid 100 Mg)/ , Inj Amphotericin B 50 Mgvial/Ampoules , Inj Ampicillininj 500 Mg/Vialvial , Inj Anti D Immunoglobulin For Iv/Im Use (Monoclonal)Inj 150Mcg1 Ml Vial , Inj Anti D Immunoglobulin For Iv/Im Use (Monoclonal)Inj 300Mcgpfs/Vial , Inj Anti Snake Venominj Polyvalent 10 Ml (Lyophilized)10 Ml Vial , Inj Antitetanus Immunoglobulinsinj 250 Iu/Vialvial , Inj Artesunateinj 60 Mg /Vialvial , Inj Artesunatepowder For Injection 120 Mg , Inj Atracurium 10 Mg/ Ml2.5 Ml Amp , Inj Atropine 0.6 Mg/ Ml2 Ml Amp , Inj Bendamustineinj 100 Mg , Inj Benzathine Penicilline12 Lakh Iu/Vialvial , Inj Benzathine Penicilline6 Lakh Iu/Vialvial , Inj Betamethasone 4 Mg/Ml1 Ml Amp , Inj Betamethasone Sodium Phosphateinj 4 Mg/ Ml1 Ml Amp , Inj Biphasic Isophane Insulininsulin Biphasic Aspart 30:70 100 Iu/Ml (Firm Has To Supply Compatible Pen Along With Cartridges As And When Required Without Any , Inj Bleomycininj 15 Mg , Inj Bortezomib 2 Mg , Inj Bupivacaine Hcl 0.5% 20 Ml Vial , Inj Caffeine Citrateinj 20 Mg/ Ml3 Ml Vial , Inj Calcium Gluconateinj 10%10 Ml Vial , Inj Carboprost (15-Methyl Pgf2a)Inj 250Mcg1 Ml Amp , Inj Cefotaximeinj 1Gm/Vialvial , Inj Cefotaximeinj 250 Mg/Vialvial , Inj Cefotaximeinj 500 Mg/Vialvial , Inj Ceftazidimepowder For Injection 1Gm , Inj Ceftazidimepowder For Injection 250 Mg , Inj Ceftriaxoneinj 1 Gm/Vialvial , Inj Ceftriaxoneinj 250 Mg/Vialvial , Inj Ceftriaxoneinj 500 Mg/Vialvial , Inj Chloroquineinj 40 Mg/ Ml5 Ml Amp , Inj Chlorpheniramineinj 10 Mg/ Ml10 Ml Vial , Inj Ciprofloxacininj 200 Mg/100 Ml100 Ml Ffs Bottle , Inj D-10 (Dextrose 10%)Iv Fluid (Dextrose 10%)500 Ml Ffs Bottle , Inj D-25 Injection (Dextrose)Iv Fluid (Dextrose 25%)100 Ml Bottle , Inj D-25 Injection (Dextrose)Iv Fluid (Dextrose 25%)500 Ml Bottle , Inj Decarbazine 200 Mg10 Mg /Ml , Inj Desferrioxamineinjection 500 Mgvial , Inj Dexamethasoneinj 8 Mg/2 Ml2 Ml Vial , Inj Dextrose 5%Iv Fluid(Dextrose 5%)500 Ml Ffs Bottle , Inj Dextrose With Salinei/V Fluid (Dextrose 5% + Saline 0.9%)500 Ml Ffs Bottle , Inj Diazepam 5 Mg/ Ml2 Ml Amp , Inj Diclofenac 25 Mg/ Ml3 Ml Amp , Inj Dicyclomine Hydrochloride 10 Mg/ Ml2 Ml Amp , Inj Diltiazeminjection 5 Mg/Ml , Inj Dobutamineinj 50 Mg/ Ml5 Ml Amp , Inj Dopamineinj 40 Mg/ Ml5 Ml Amp , Inj Doxorubicininj 50 Mg , Inj Drotaverine 40 Mg/2 Ml2 Ml Amp , Inj Drotaverineinj 40 Mg/2 Ml2 Ml Amp , Inj Duvadilan 5Mgvial , Inj Enoxaparin Inj 40 Mg Equivalent To-4000 Iuvial/Pfs , Inj Erythropoietininjection 10000 Iu/Ml , Inj Erythropoietininjection 2000 Iu/Ml , Inj Esmolol 10 Mg/Ml , Inj Etophylline +Theophylline 220 Mg/2 Ml (169.4+50.6 Mg)2 Ml Amp , Inj Fentanyl50 Microgram/Ml2 Ml Amp , Inj Ferric Carboxymaltose50mg/Ml20 Ml Vial , Inj Fluphenazineinjection 25Mg1ml Vial/ Ampoules , Inj Fulvestrantinj 500 Mg , Eye Drop Flurbiprofen+Methylcellulose , Inj Furusemideinj 10 Mg/ Ml2 Ml Amp , Inj Gentamicininj 40 Mg/ Ml2 Ml Amp , Inj Glucose (A) + Sodium Chloride (B)Injection 5% (A) + 0.9% (B)500Ml Ffs , Inj Glycopyrolate 0.2 Mg/ Ml1 Ml Amp , Inj Haloperidolinj 5 Mg/ Ml1 Ml Amp , Inj Heparin Inj 1000 Iu5 Ml Vial , Inj Hepatitis B Immunoglobulin100 Iu/Vialvial , Inj Human Chorionic Gonadotropininjection 10000 Iuvial Of 1 Ml Injection , Inj Human Chorionic Gonadotropininjection 5000 Iuvial Of 2 Ml Injection , Inj Hyaluronidase 1500Iu , Inj Hydrocortisoneinj 100 Mg/Vialdry Powder 100Mg/Vial , Inj Hydroxyethyl(6% Saline Solution For Infusion)Starch 6%Ip , Inj Hyoscine Butylbromide20mg /Ml1 Ml Vial/Amp , Inj Ifosfamideinj 1 Gm , Inj. Deferoxamine500mg/Vial , Inj Insulin Solubleinj 40 Iu/ Ml10 Ml Vial , Inj Irinotecaninj 100 Mg , Inj Iron Sucroseinj 100 Mg/5 Ml5 Ml Amp , Inj Iv Human Immunoglobin 5% Iv Ig(5Mg/100Ml Each), , Inj Ketamine 10 Mg/ Ml10 Ml Vial , Inj Labetalolinj 20 Mg/4 Ml4 Ml Amp , Inj Labetalolinjection 5 Mg/Ml , Inj Lignocaine 2% 30 Ml Vial , Inj Lignocaine+Adrenaline 2% + 0.005 Mg/ Ml30 Ml Vial , Inj Lorazepaminj 2 Mg/ Ml1 Ml Vial , Inj Magnesium Sulphate 500 Mg/Ml , Inj Mannitolinj 20%100 Ml Ffsbottle / 350 Ml Ffs Bottle , Inj Medroxy- Progesteroneacetateinjection 150 Mg1 Ml / Vial , Inj Mephentermine 30 Ml Vial Mg/Ml10 Ml Vial , Inj Meropenem500 Mgvial , Inj Methyl Ergometrine Maleate 0.2 Mg/ Ml1 Ml Amp , Inj Methylprednisoloneinjection 1000 Mg/Mlvial , Inj Methylprednisoloneinjection 500 Mgvial Of 4 Ml , Inj Metoclopramideinj 5 Mg/ Ml2 Ml Amp , Inj Metronidazole 500 Mg/100 Ml100 Ml Ffs Bottle , Inj Midazolam 1 Mg/ Ml 5 Ml Amp/ 10Ml Vial , Inj Morphine 10 Mg/ Ml1 Ml Amp , Inj Morphineinjection 15 Mg/Mlvial , Inj Naloxoneinj 0.4 Mg/ Ml1 Ml Amp , Inj Neostigmine 0.5 Mg/ Ml1 Ml Amp , Inj Nitroglycerine (Glyceryl Tri Nitrate)Inj 25 Mg/5 Ml5 Ml Amp , Inj Noradrenalineinj 2 Mg Base/2 Ml Amp.2 Ml Amp , Inj Ondansetroninj 2 Mg/ Ml2 Ml Amp , Inj Oxytocin Injection 5Iu/Mlinjection 5 Iu/Ml1 Ml Ampule , Inj Pantoprazoleinj 40 Mg/Vialvial , Inj Paracetamol150 Mg/ Ml2 Ml Amp , Inj Pemetrexedinj 500 Mg , Inj Pentazocine 30Mg/Ml1 Ml Ampule , Inj Pheniramineinjection 22.75 Mg/Ml2 Ml Vial , Inj Phenobarbitoneinj 200 Mg1 Ml Amp , Inj Phenytoininj 50 Mg/ Ml2 Ml Amp , Inj Phytomenadione 10 Mg/Ml10 Mg Ampule , Inj Pioglitazone15mg , Inj Piperacillin +Tazobactam 4.5 Gm/Vialvial , Inj Pralidoxime (Pam)Inj 25 Mg/ Ml20 Ml Amp , Inj Premix Insulin30:70 Injection (Regular:Nph)2 , Inj Premix Insulin30:70 Injection 40 Iu/Ml , Inj Promethazine 10 Mg/Mlone Injection 1 Vial , Inj Promethazine 50 Mg (25Mg/ Ml)2Ml Vial/Ampoules , Inj Propofal 10 Mg/Ml1 Ml /Vial , Inj Protamine 50 Mg/5 Ml , Inj Quinineinj 300 Mg/ Ml2 Ml Amp , Inj Rabies Immunoglobulin300 Iu/2 Ml2 Ml Vial , Inj Rabies Vaccine (Cell Culture) Id/Iminj 2.5 Iu/ Ml1 Ml Vial , Inj Ranitidineinj 50 Mg/2 Ml2 Ml Amp , Inj Ringer Lactatei/V 0.24 % V/V Of Lactic Acid ( Eq. To 0.32% W/V Of Sodium Lactate), 0.6 % W/V Sodiumloride, 0.04 % W/V Potassium Chloride And 0.027 % , Inj Risperidone50 Mgvial Of 2 Ml , Inj Rituximabinj 500 Mg , Inj Sodium Bicarbonate Inj7.5% W/V10 Ml Amp , Inj Sodium Chloride - Hypotonicinj N/2(0.45%)500 Ml Ffs Bottle , Inj Sodium Chloride - Isotonicinj 0.9% Isotonic(Equivalent To Na+154 M Mol/L, Cl+154 M Mol/L)100 Ml Ffs , Inj Sodium Chloride - Isotonicinj 0.9% Isotonic(Equivalent To Na+154 M Mol/L, Cl+154 M Mol/L)500 Ml Ffs , Inj Streptokinaseinjection 15 Lac/Vialvial , Inj Succinyl Choline 50 Mg/ Ml10 Ml Vial , Inj Surfactant Suspension 25 Mg/Ml100 Ml Vial , Inj Thiamineinjection 100 Mg/Ml1 Ml/Vial , Inj Thiopentone 0.5Gm Powder/Vial20 Ml Vial , Inj Topotecaninj 4 Mg , Inj Tramadol 50 Mg/ Ml2 Ml Amp , Inj Tranexamic Acid 500 Mg/5 Ml.5 Ml Amp , Eye Drop Tropicamide And Phenyephrine , Inj Trastuzumabinj 440 Mg , Inj Urokinase(5 Laciu)Vial , Inj Vancomycinpowder For 1 G , Inj Vancomycinpowder For Injection 250 Mg , Vvancomycinpowder For Injection 500 Mg , Inj Vecuronium 2 Mg/ Ml2 Ml Amp , Inj Verapamil 5 Mg/2 Ml , Inj Vinblastininj 10 Mg , Inj Vinorelbineinj 10 Mg , Inj Vitamin B12 ,Injection500 Mcg/Ml(30 Ml Amp/ Vial) , Inj Vitamin K11 Mg/0.5 Ml0.5 Ml Amp , Inj Water For 2 Ml Amp , Inj Water For 5 Ml Amp , Drop Atropine1% Eye Drops5 Ml Vial , Drop Boro-Spirit Ear Drops-0.183 Gm Boric Acid In 2.08 Ml Of Alcohol , Drop Carboxy Methyl Celluslose 10 Ml , Drop Carboxymethyl-Cellulosedrops 0.5%10 Ml/Vial , Drop Ciprofloxacineye / Ear Drop 0.3%5 Ml Vial , Drop Combo Ear Drop- Chloramphenicol 5% W/V+Clotrimazole 1%+Lignocainehydrochloride 2%Combo Ear Drop- Chloramphenicol 5% , Drop Dexamethasonedrop(0.1%, 5Ml),Eye 5Ml Eye Drop , Drop Fluconazoleeye3 Mg/Ml(10 Mlvial),Eye Drop10 Ml , Drop Gentamicin Ear(0.3%)5 Ml Vial , Drop Homatropine 2% , Drop Lantanoprost0.005%(5Ml),Eye 5Ml , Drop Moxifloxacin0.5% W/V(5 Ml),Eye 5Ml , Drop Moxifloxacin+Prednisolone Eye Drop , Drop Moxifloxacin+Dexamethasone Eye Drop , Drop Normal Salinenasal Drops: Sodium Chloride Drops 0.05% W/V , Drop Paracetamol- 125Mg/Ml15 Ml Bottle With Dropper , Drop Pilocarpine 4%5 Ml Bottel , Drop Pilocarpinedrops 1%5 Ml Bottel , Drop Pilocarpinedrops 2%5 Ml Bottel , Drop Phenyl Mercuric Nitrate And Sodium Chloride 5 , Drop Phenyl Mercuric Nitrate And Sodium Chloride 6 , Drop Gatifloxacin(0.3% ), Eye Drop , Drop Prednisolonedrops 1%10 Ml Bottel , Drop Sodium Aminosalicylate Granules10 Gm , Drop Timolol0.5% Eye Drops5 Ml Vial , Drop Tropicamidedrops 1%5 Ml Drop , Drop Wax Solvent Ear Benzocaine2.7% W/V10 Ml Bottel Drop , Drop Wax Solvent Ear Drops: Paradichloro- Benzene2 % W/V10 Ml Bottel , Drop Xylometazolinenasal Drops 0.05 %, , Drop Xylometazolinenasal Drops: Adult (0.1%) , Inhaler Halothane 250 Ml Bottle , Inhaler Isoflurane 250 Ml Bottle , Inhaler Oxygen , Inhaler Ipratropium Inhalation (Mdi/Dpi)20 Mcg/Dose Ipratropium Respirator Solution , Inhaler Tiotropium Inhalation(Dpi) 18 Mcg/Dose , Inhaler Tiotropium Inhalation(Dpi) 9 Mcg/Dose , Inhaler Salbutamol Inhaler 100Mcg/Dosemetered Dose Container , Ointment Hydrocortisone 0.5% , Ointment Hydrocortisone 1% , Ointment Povidone Iodine5% Ointment15 Gram Tube , Ointment Acyclovir3% -5Gm Tube , Ointment Gum Paint Tannic Acid 2% , Ointment Betamethasone 0.05% 15 Gm , Ointment Aceclofanac + Linsed Oil + Methyl Salicylate + Menthol 30Gm , Syp Dextromethorphan 10 Mg/5 Ml100 Ml Pack Bottle , Syp Albendazole200mg/5 Ml10 Ml Bottle , Syp Ambroxol Hcl 15Mg + Terbutaline Sulphate 1.25Mg + Guaiphenesin 50Mg 5Ml ((Additional Composition Of Menthol Also Acceptable) 100Ml Bottle), Syrup , Syp Ambroxol Hcl 15Mg + Terbutaline Sulphate 1.25Mg + Guaiphenesin 50Mg , Syp Amoxycillin+Clavulanic Acid (Amoxicillin 200Mg+ Clavulanic Acid , Syp Azithromycinsyp 200Mg/5Ml15 Ml Bottle , Syp Bromhexine Syp 4Mg/5Ml50 Ml Bottle , Syp Caffeine Oral Liquid 20 Mg/Ml , Syp Carbamazepine Oral Liquid 100 Mg/5 Ml , Syp Cefixime + Clavunate 50+31.25Mg , Syp Cefixime Oral Suspension 100Mg/5Ml10 Ml Bottle , Syp Cefpodoxime + Clavunate 30Ml , Syp Cephalexinsyp 125Mg/5Ml30 Ml Bottle , Syp Cetirizinesyp 5Mg/5Ml30 Ml Bottle , Syp Chloroquinesyp 160Mg /10Ml(50Mg/5Ml Base)60 Ml Bottle , Syp Chlorpheniramine Maleate (Paracetamol 125Mg + Phenylpherine 5Mg + Cpm 0.5Mg + Sodiym Citrate 60Mg + Menthol 1Mg) , Syp Codeineoral Solution 15 Mg/5 Ml60 Ml Bottle , Syp Diphenhydramine 100Ml , Syp Diethylcarbamazine Oral Liquid 120 Mg/5 Ml , Syp Domperidone1mg Per 1Ml Suspension30 Ml Bottle , Syp Doxycyclinedry50 Mg/5 Ml , Syp Gum Paint (Tannic Acid)2% W/V15 Ml Bottle , Syp Hydroxyzine 10 Mg/5 Ml , Syp Iron & Folic Acidsyp Iron Each 1 Ml Contains 20Mg Elemental Iron+Folic Acid , Syp Lactulosesolution 10 Gm /15 Ml100 Ml Bottle , Syp Levosalbutamol50mcg/Dose , Syp Levosulbutamol 100 Mcg , Syp Levocetirizine + Monteleukast((2.5 Mg + 4 Mg) / 5 Ml, 30 Ml Bottle) , Syp Levocetirizine + Monteleukast 2.5 Mg + 4 Mg / 5 Ml(60 Ml Bottle,Suspension),Suspension , Syp Metronidazoleoral Suspension 200 Mg/5Ml60 Ml Bottle , Tab. Isoniazid 150Mg , Tab. Isoniazid 300Mg , Tab. Pyrazinamide 500Mg , Tab. Pyrazinamide 400Mg , Tab. Pyrazinamide 500Mg , Tab. Pyrazinamide 750Mg , Syp Montelukast Syrup60 Ml Bottle , Syp Multivitamin With Protein 200 Ml , Syp Ondansetronsyp 2Mg/5 Ml30 Ml Bottle , Syp Ofloxacin + Ornidazole (50 Mg + 125 Mg) / 5Ml 30 Ml Bottle(30 Ml),Suspension , Syp Paracetamol 125Mg/5 Ml60 Ml Bottle , Syp Pediatric Solution Like Isolyte P, N/2 & N/5Pediatric Solution Like Isolyte P, N/2 , Syp Potassium Chlorideoral Solution 100Mg/Ml200 Ml Bottle , Syp Promethazinesyp 5Mg/ 5Ml60 Ml Bottle , Syp Salbutamol Syp 2Mg/5Ml60 Ml Bottle , Syp Sodium Valproate Each 5Ml Contains 200Mg200 Ml Bottle , Syp Sucralfate 1Gm/5Ml100ml Bottle , Syp Sulfamethoxazole+Trimethoprimoral Liquid ( 200Mg +40 Mg) / 5 Ml50 Ml Bottle , Syp Vitamin A 100000 Iu/Ml With Marked Spoon For 1Ml &2Ml100 Ml Bottle , Tube Atropine1% Eye Ointment3 Gram , Tube Atropinesulphate 1%, , 3 Gm , Tubebenzoyl Peroxidegel 5% , Tube Betamethasone Dipropionateointment 0.05%15 Gram , Tube Chloramphenicoleye Ointment 0.5%4G/5G , Tube Ciprofloxacineye Ointment 0.3%3/3.5 Gram , Tube Clotrimazole Cream2%W/W15 Gram , Tube Diclofenac 0.01 , Tube Diclogenac + Linseed Oil 3% + Methyl Salicylate 10% + Menthol 5% , Tube Duvadilan10 Mg10x50 , Tube Framycetin Sulphate1% Cream30 Gram , Tube Fusidic Acidcream/Ointment 2%5 Gram , Tube Lignocaine 2% 30 Gram , Tube Miconazolecream 2% W/W15 Gram , Tube Mupirocincream/Ointment 2%5 Gram , Tube Povidine-Iodine Germicidegargle 20% W/V , Tube Salicylic Acidointment 6% 30 Gm , Tube Silver Sulphadiazine Cream Usp 1% 25 Gram , Tab / Cap. Cycloserine 100Mg , Tab. Linozolid 600Mg , Protin Powder , Combo Pack Artesunate + Sulphadoxine + Pyrimethamine (Age Group 15 Or Above)Tab Artesunate 200 Mg(3Tab) + Sulphadoxine 750 Mg(2Tablets) + Pyrimethamine , Combo Pack Artesunate + Sulphadoxine + Pyrimethamine (Age Group 9 To 14 Years)Tab Artesunate 150Mg (3Tab)+ Sulphadoxine 500Mg (2 Tab)+Pyrimethamine 25Mg , Combo Pack Artesunate + Sulphadoxine + Pyrimethamine(Age Group Between 1-4 Years)Tab Artesunate 50 Mg (3 Tab) + Sulphadoxine 500 Mg(1 Tab) + Pyrimethamine 25 Mg , Combo Pack With Mifepristone + Misoprostol(1 Tablet Of Mifepristone 200 Mg And 4 Tablets Of Misoprostol 200Mcg)Combi Pack , Budesonide Nebulising Suspension Containing Budesonide 0.5 Mg/2 Ml2 Ml , Jelly Glycerin Oral Liquid , Oral Suspension Amoxycillin125 Mg/5 Ml30 Ml Bottle , Oral Suspension Chlorpheniramineoral Liquid 2 Mg/5 Ml , Oral Suspension Ibuprofen 100Mg/5Ml60 Ml Bottle , Oral Suspension Valproateoral Solution 200Mg/5Ml100 Ml Bottle , Bleaching Powder Containing Not Less Than 30% W/W Of Available Chlorine (As Per I.P)Containing Not Less Than 30% W/W Of Available Chlorine (As Per I.P) , Glucose Packet 75 Mg For Ogtt Testglucose Packet 75 Mg For Ogtt , Reduced Osmolarity Ors Pkt. Who Formulao.R.S. Glucose- 75Meq,Sodium- 75M Eq Or M Mol /L,Chloride - 65Meq Or M Mol/L, Potassium- 20Meq Or M Mol/L , Citrate- 10M Mol/L Osmolarity -245M Osm/L,Dextrose 13.5G/L Sodium Chloride 2.6G/L Potassium , Hydrogen Peroxide Solution 6% , Povidone Iodine Solution 5%,100 Ml Bottle , Adult Brief Daiper Set- Made Of Ultra Absorbent Material With Leakage Barrier & Having Soft, Flexible Leg Elastic. With Wetness Indicator. Made Up Of Woodpulp, Sap, Absorbent Nonwooven Fabric. The Set Contatin Two Pcs Of Medium Daiper {Nominal Size 81Cm-111Cm} For Waist Size 31-44 & Three Pcs Of Large Daiper {Normal Size 85Cm-128Cm} For Waist Size 34-50 , A V Fistula Sterilized Twin Needle(17 G (Two Needle Pack)),Consumable , A.V Fistula Needle - 16 No , A.V Fistula Needle - 17 G , A.V. Blood Line (Post Haemodialysis Tubing) , A.V. Blood Line (Post Haemodialysis Tubing) , A.V. Blood Line (Post Haemodialysis Tubing) High Quality , A.V. Blood Line (Post Haemodialysis Tubing) High Quality , Abdominal Belt(32 Inch Each),Consumable , Abdominal Belt(34 Inch Each),Consumable , Abdominal Belt(36 Inch Each),Consumable , Abdominal Belt(38 Inch Each),Consumable , Abdominal Drain Set 28 No , Abdominal Drain Set 32 No , Abdonel Belt Lsstandard Quality , Absolute Alcohol (Ethanol)(1X500 Ml = 500 Ml),Consumable , Absorable Surgical Suture Rb Needle Size No 1-0,30 Mm Length -70 Cm , 12 Foils Per Packet , Polyglycolic Acid (Pga) , Absorbable Gelatine Sponge Ip 80Mm X 50Mm X 10Mm , Absorbable Surgical Suture Braided Polyglycolic Acid 3/8 Circle Reverse Cuttingg(12Mm 45 Cmspatulated Needle),Consumable , Absorbent Cotton Roll 100 Gm Each Consumable , Absorbent Cotton Wool Ip 500 Grms (Each)(Roll),Consumable , Acetic Acid - Solution(3% 100 Ml Bottle),Consumable , Acetone Detection Kit , Acetone Detection Kit(100 Gm),Powder , Acetone Solution Pack Of 2.5 Ltr , Acralic Board (Sainaj Board Acralic Sheet) , Acralic Board (Sainaj Board Acralic Sheet) , Ad Syringe(0.1 Ml),For Vaccine , Ad Syringe(0.5 Ml),For Vaccine , Adhesive Plaster Usp 7.5 Cm X 10 Mts/Roll Cloth Based , Adhesive Plaster Usp 7.5 Cm X 5 Mts/Roll Cloth Based , Adhesive Roll 1 Inch X 5 M / Roll Cloth Based , Adhesive Tape 7.5Cm X10(Mtr/Roll),Consumable , Advanced Rf Energy Hand Instruments Of 12Mm Shaft Diameter For Open Procedureswith Shaft Lengths(22Cm And Should Be Both Hand & Foot Activated),Consumable , Advanced Rf Energy Hand Instruments Of 5Mm Shaft Diameter For Laparoscopic Procedures With Shaft Lengths (35Cm And Should Be Both Hand & Foot Activated With Curved Tip),Consumable , Advanced Rfenergy Hand Instrument Of 5Mm Shaft Diameter For Laparoscopic Procedure With Shaft Length 35Cm With 55Degree Articulation And Should Be Both Hand(Foot Activated),Consumable , Advanced Rfenergy Hand Instrument Of 5Mm Shaft Diameter For Laparoscopic Procedure With Shaft Length 45Cm And Should Be Both Hand(Foot Activated With Curved Tip),Consumable , Advanced Rfenergy Hand Instrument Of 5Mm Shaft Diameter For Open Procedure With Shaft Length 14Cm And Should Be Both Hand And( Foot Activated),Consumable , Advanced Rfenergy Hand Instrument Of 5Mm Shaft Diameter For Open Procedure With Shaft Length 25Cm And Should Be Both Hand And(Foot Activated),Consumable , Advanced Rfenergy Hand Instrument Of 5Mm Shaft Diameter For Open Procedure With Shaft Length 35Cm And Should Be Both Hand And(Foot Activated),Consumable , Albumin600 Ml(Model Ba 400 System (Mfg Bybio System)),Consumable , Albumin600 Ml(Model Ba 400 System ,Consumable , Alchlol Absouite 500Ml (Ethanol) 99.9% , Alcohal Based Hand Sanitizer(500Ml Bottle With Dispenser),Consumable , Alcohal Based Hand Sanitizer(500Ml Bottle With Dispenser),Consumable , Alkaline Phosphatase (Alp) Dea 300 Ml(Model Ba 400 System (Mfg Bybio System)),Consumable , Alkaline Phosphatase Kit (Kinetic) 10X2.2Ml 44 Test/Kit Consumable , Alkaline Phosphate Kinetic 2*25 Ml(Semi Auto End Point),Consumable , Alkaline Phosphate(100 Ml (5 X 20)),Consumable , All Human (Bovine Aprotinin Free) Fibrin Sealant(1 Ml),Consumable , All Human (Bovine Aprotinin Free) Fibrin Sealant(2 Ml),Consumable , All Out Refill , All Out With Refill , Almehra Iron 6X3x1.5”, 22 Gauge , Alphacypermetherin 5% Wdp , Alt/Gpt 600 Ml , Alumeium Bartan , Aluminium Potassim Sulphate (Each),Consumable , Ambu Bag / Adult Each -1700Ml, With Oxygen Connecting Tube ,Should Be Supplied With A Carry Pouch , Ambu Bag Should Be Complete With Required Autoclavable Valves And Other Accessories,(Should Have Silicon Rubber Bellow To Withstand Autoclave At 134 Deg.C),Consumable , Ambu Bag / Resuscitator Silicon 200-250 Ml Infant Size-Each, With Oxygen Connecting Tube ,Should Be Supplied With A Carry Pouch , Ambu Bag Should Be Complete With Required Autoclavable Valves And Other Accessories,(Should Have Silicon Rubber Bellow To Withstand Autoclave At 134 Deg.C) Should Be Multiple Times Autoclavable), Consumable , Aminoacid (Essential) Infusion(10% 100Ml Ffs Bottle),Bottle , Ammonium Sulphate (Analar (Gr/Ar) (1X500 Gm = 500Gm), Consumable , Anc Table 6X3x3 Of Iron , Anteriar Veginal Wall Retractor , Anti A Sera Igm(10 Vial),Consumable , Anti Abd Grouping Serum 3X10mlconsumable , Anti B Sera Igm(10 Vial),Consumable , Anti Malaria Larva Oil Harbal Based , Anti-D (Polyvalent)(1X10 Ml),Consumable , Antiseptic Concentrate For Floor Clening Pack Of 50 Litt. Can , Apit(2X4 Ml),Consumable , Apo-A(100 Tests),Consumable , Apo-B(100 Tests),Consumable , Asdesive Lable For Sputam Container , Aso Kit(25 Test/Packet),Consumable , Ast/Got 600 Ml , Attandent Bed Powder Coted 84Lx24Wx18H , Auramine O , Auto Clave (Poratable) Single Drum Aluminum Seamless Construction Made Of Albminium Alloy With Turning On Lid Highly Polished. It Comes With One Stop Cock (Continus Bleeding Valve) Safety Valve And Pressure Guage Size 12X12X12X20 , Auto Cleanser For Cbc Machine(2 Liter),Consumable , Auto Dill Solution For Cbc Machine(20 Liter),Consumable , Auto Lyser Solution For Cbc Machine(500Ml),Consumable , Auto Pippets Fixed Volume 10 Micro Liters Each Syring , Auto Pippets Fixed Volume 10 Micro Liters Each Syring , Auto Pippets Fixed Volume 1000 Micro Liters Eachsyring , Auto Pippets Fixed Volume 1000 Micro Liters Eachsyring , Auto Pippets Fixed Volume 20 Micro Liters Each , Auto Pippets Fixed Volume 20 Micro Liters Each Syring , Autoclave Ss , Double Walled Size (12X22) With Stand (Manual) Isi Marked , Autoclave Ss , Double Walled Size (16X24) With Stand (Manual)Isi Marked , Autoclave Ss , Electric Operated Size (12X14)With Stand , Autoclave Ss , Electric Operated Size (12X20) With Stand , Autoclave Ss , Eletric Operated Size (12X22)With Stand , A-V Blood Lines With Av Pressure Transducer Protector For All Machines Types And Dialysers (Acceptable For Fitting To All Standard Dialysers), Set , A-V Blood Lines With Av Pressure Transducer(Acceptable For Fitting To All Standard Dialyzers ) With Side Tubing- (For Heparinization And Av Pressure Monitoring) Ce And Iso Certificate Essential With Protector For All Machines Types And Dialysers(Post-Pump Tubing Sets Options Medical Grade Clear Tubing Guarded Access Ports For Reduced Infection Risks Parts Of Superior Quality, Each),Consumable , A-V Blood Lines With Av Pressure Transducer(Acceptable For Fitting To All Standard Dialyzers ) With Side Tubing- (For Heparinization And Av Pressure Monitoring) Ce And Iso Certificate Essential With Protector For All Machines Types And Dialysers(Post-Pump Tubing Sets Options Medical Grade Clear Tubing Guarded Access Ports For Reduced Infection Risks Parts Of Superior Quality, Each),Consumable , Axjust Cooler Plastic Body Standard Size , B.B Silk (12 Foils/Pkt)(3/8 Rcut Needle 45 Mm Length 76 Cm, Size 2/0)),Consumable , B.B Silk Size-3/0 (12 Foils/Pkt)(3/8Cir Rcut Needle 26Mm Length 76 Cm),Needle , B.B Silk With 1/2 Cir Rb Needle Size:1/0 20 Mm Length 75 Cm Non Absorbable Surgical Sutures Usp Surgical Material , B.B Silk With 1/2 Cir Rb Needle Size:2/0 30 Mm Length 75 Cmsurgical Material , B.B. Silk 6 Reels X 25 Mts Length 25 Mts. Black Braided Silk Without Needle In Reels Non Absorbable Surgical Sutures Usp 3-0(6 Reels Is Per Box Rate Should Be Quoted For 6 Reels),Consumable , B.B. Silk 6 Reels X 25 Mts Length 25 Mts.Black Braided Silk Without Needle In Reels Non Absorbable Surgical Sutures Usp-, 2-0(6 Reels Is Per Box Rate Should Be Quoted For 6 Reels ),Surgical Material , B.B. Silk 6 Reels X 25 Mts Size:1/0(6 Reels Is Per Box Rate Should Be Quoted For 6 Reels),Surgical Material , Babcock- Laparoscopic 10Mm A Traumatic Babcock, Straight 360 Degree Rotating With Insulated Shaft, A Traumatic Jaws With Ratchet Mechanism, Plastic Grip(36 Cms Length, Independently Moving Jaws),Consumable , Babcock- Laparoscopic 5Mm A Traumatic Babcock, Straight 360 Degree Rotating With Insulated Shaft, A Traumatic Jaws With Ratchet Mechanism, Plastic Grip(36 Cms Length, Independently Moving Jaws),Consumable , Baby Diapers Small (10 Diaper Per Pkt) Standard Company , Baby Feeding Spoon , Baby Feeding Spoon Feeding Of Milk , Baby Oxygen Maskall Sizes , Baby Shuit , Baby Towile , Baby Tray Ss 15X18Of Ss With Cover Pack Of Of Ss With Cover , Bag Cayring (Bag) , Bag For Carrying Kit/Material During Home Visit , Balanced Salt Solution 500 Mlbottle(Each),Consumable , Barium Chloride 10% (500 Ml Bottle) , Barraquer Wire Speculum, Large(Num),Consumable , Basic Carbol Fuchsin For Afb Staining 25 Gm/Pkt , Basic Fuchine 25Gm (Dye Content 85% To 88%) , Basic Fuchisin(Sep.Chemical Name: Pararosaniline Hydrochloride,Chemical Structure: C20h20c1n3 Mol Wt:337.86, Dye Content: Approx 85%-88% &Dye Content Must Be Mentioned) Colour Metallic Green. , Battery 70D 26 Rmf For Vehicle , Bed Pan Female With Cover (Made Of Stainless Steel) , Bed Pan Male With Cover (Made Of Stainless Steel) , Bed Side Bench , Bed Side Locker Ss , Bedside Locker Standard Size Ss Top , Benedicts Qualitative Reagent(1X5 Lit),Consumable , Bilirubin (Direct) As 300 Ml ,Consumable , Bilirubin (Total) 600 Ml,Consumable , Bilrubin Total & Direct Auto 3X100ml (Span/Tulip/Erba) , Bio Hazard Labels , Bio Metric Attance Machin Menul Operated , Bio Metric Attance Machine Online Operated , Biochemistry Calibrator 5X5 Ml Consumable , Biochemistry Control Serum L1 5X5 Ml , Biochemistry Control Serum L2 5X5 Ml (Consumable , Biomedical Waste Collection Plastic Bag(Yellow)(450X450 Mm 55 Micron 100/Pkt),Consumable , Biomedical Waste Collection Plstic Bag(Black 750 X 900 Mm 55 Micron 100/Pkt),Bag , Biomedical Waste Collection Plstic Bag(Black 900 X 900 Mm 55 Micron 100/Pkt),Bag , Biomedical Waste Collection Plstic Bag(Blue 750 X 900 Mm 55 Micron 100/Pkt),Bag , Biomedical Waste Collection Plstic Bag(Blue 900 X 900 Mm 55 Micron 100/Pkt),Bag , Biomedical Waste Collection Plstic Bag(Red 750 X 900 Mm 55 Micron 100/Pkt),Bag , Biomedical Waste Collection Plstic Bag(Red 900 X 900 Mm 55 Micron 100/Pkt),Bag , Biomedical Waste Collection Plstic Bag(Yellow 750 X 900 Mm 55 Micron 100/Pkt),Bag , Biomedical Waste Collection Plstic Bag(Yellow 900 X 900 Mm 55 Micron 100/Pkt),Bag , Bio-Membrane( ),Consumable , Black Disinfectant Fluid90% Pure Pack Of 20 Litt , Black-Braided Silk With 1/2 Cir Cutting Needle 30Mm Length 75 Cm(1/0 12 Foils/Pkt),Consumable , Black-Braided Silk With 1/2 Cir Rb Needle 20 Mm Length 75 Cm 1/0 13 Foils/Pkt , Black-Braided Silk With 1/2 Cir Rb Needle 30 Mm Length 75 Cm 2/0 12 Foils/Pkt , Blanket For Baby , Blankets For Neonates , Bleaching Powder 25Kg Bag , Bleaching Powder Gr-Ii Is 1065/1989 With Upto Datepacked In 25 Kg Hdpe Bags Isi Marked Stable Consumable , Blood Culture Media Mycobacterium Spp(Bact/Alert Mp (Plastic)),Each , Bowelss Size 20 , Blood Administrations Set Adult , Blood Bag Refrigerator For 150 Bags Isi Mark Standard Company , Blood Bag Refrigerator For 300 Bags Isi Mark Standard Company , Blood Bag Refrigerator For 60 Bags Isi Mark Standard Company , Blood Bag Warmer , Blood Bag With Acd/Cpd Solution (Disposable Sterilised) With Needle(100 Ml),Bag , Blood Bag With Acd/Cpd Solution (Disposable Sterilised) With Needle(350 Ml),Bag , Blood Bank Refrigerator , Blood Cell Counter Key(Key),Consumable , Blood Culture Media Aerobic For Adult(Bact/Alert Fa Plus),Each , Blood Culture Media Aerobic For Pediatric(Bact/Alert Pf Plus),Each , Blood Culture Media Fungus- Bottles Per Year, Fungus Can Be Tested By All Quoted Bottles. In The Same Bottle Bacteria And Fungus Can Be Tested.; Fungus Can Be Tested By All Quoted Bottles. In The Same Bottle Bacteria And Fungus Can Be Tested.(-),Consumable , Blood Gluose (God/Pod) Semi Auto End Point(1000 Ml),Consumable , Blood Grouping Anti Sera A Monoclonal(10 Ml Vial),Consumable , Blood Grouping Anti Sera B Monoclonal : Antisera Should Be Transparent With More Than One Year Shelf Life At 2-6 C , It Should Give +++ Agglutination At 1.256 Dilution In 3-4 Sec With B Positive Cells 10 Ml , Blood Grouping Anti Sera B Monoclonal(10 Ml Vial),Consumable , Blood Grouping Anti Sera D Monoclonal :-Antisera Should Be Transparent With More Than One Year Shelf Life At 2-6 C, It Should Give +++ Agglutination At 1.256 Dilution In 3-4 Sec With D Antigen Positive Cells. 10Ml Vail (Eryclone Anti-D Igm) , Blood Grouping Anti Sera D Monoclonal(10 Ml Vial ,Consumable , Blood Transfusion Chair , Blood Urea (Bun) Uv(1000 Ml),Consumable , Blood Urea Reagent Kit(200Ml (2X100ml)),Consumable , Blood Urea(Arba),Consumable , Blood Vessel Introducers Needles 16G, Sterilized, Set , Bloting Paper(Paper),Consumable , Boiling Flask 2Lt , Boiling Flask 5Lt , Bottel Plastic 2Lt , Bovine Albumin (22% W/V)(1X5=5 Ml),Consumable , Bowel Baual Ss Size 8 Powder Coated , Bowl Plastic 50X30 , Bp Stument Cell , Bp Stument Marcury Isi Mark , Brain Thromboplastin For Prothrombin Time (Pt Reagent) 5Ml (Liquiplastin) , Broom Stick For Sputum Smear Prepration (8 Inches) , Brown Tap (2 Inches) , Bubble Cpap Machine , Bucket Brackets (For Hanging Set Of Single Fire Buckets) With Out Fire Bucket , Bucket Brackets (For Hanging Set Of Three Fire Buckets) With Out Fire Bucket , Burn Cage (Bed Cradle) , Cabinate Plain (Cr Sheet 1.00 Mm) Size 1675X840x480 Mm (Iron) , Cabinate Plain (Cr Sheet 1.00 Mm) Size 1980X915x480 Mm (Iron) , Cabinet Full Size (78X3619) Sheet Gauge 20 (Iron) , Calcium Arsenazo 600 Ml,Consumable , Capillary Tube 100 Piecesconsumable , Capillary Tube Biluribin Pack Of 100 Pieces , Carbol Fuchsin For Zn Stain (500Ml Bottle) (Becon) , Carbol Fuchsin For Zn Stain (500Ml Bottle) (Ranbaxy) , Carbol Fuchsin For Zn Stain (500Ml Bottle) (Star) , Carbolic Acid (Phenol) - Spc. Chemical Structure C6h50h, Molecular Wt: 94.11, Melting Point : 40 Digree C 2, Purity : 99.5% , Carbondioxide Gas In Medium Size Cylinder(B Type),Miscellaneous , Carbondioxide Gas In Small Size Cylinder(A Type),Miscellaneous , C-Arm Macchine , Cartain Complete(Cloth Silk With Ring And Stiching) , Catgut Chromic Size:2/0 Length 150 Cm , Catgut Chromic With 1/2 Cir Rb Needle 30 Mm Length 70Cm No. 1 -0, 12 Foils Per Packet , Catgut Chromic With 1/2 Cir Rb Needle 40 Mm Length 75Cm No. 1 Consumable , Catgut Chromic With 1/2 Cir Rb Needle 40 Mm Length 75Cm No. 2 Consumable(Each),Consumable , Cathetor Tray Ss With Cover 16X3 , Cassette(14 Inch X 17 Inch),Consumable For X-Ray , Cassette(8 Inch X 10 Inch),Consumable For X-Ray , Cc Camera 1/4 Ccd, 3.6 Mm Board Lens 380 Tvl 2 Lux Color Plastic/Dust Proof Metal Body Camera 2 Way Audio. Make;- Impex/Sparsh/ Grovers/Hinum/Vantage/Alpha/Vision. Model:-Cc-31/Bma-231/Hevs-209-3G/Hl110/Va- 2W380/Al-Col-106/Vaccs 200 , Cc Camera, 1/4 Ccd, 3.6 Mm Board Lens 380 Tvl 2 Lux Color Plastic/Dust Proof Metal Body Camera With Supply. Make;- Impex/Sparsh/ Grovers/Hinum/Vantage/Alpha/Vision. Model:-Cc-30/Bmc-430/Hev 20 01 /Hl109/Va-Ccs- Tvl2380/Al-Col-105A/Vaccs380s , Cc Camera, 1/4 Ccd, 3.6 Mm Board Lens 380 Tvl 2 Lux Color Plastic/Dust Proof Metal Body Camera. Make;- Impex/Sparsh/ Grovers/Hinum/Vantage/Alpha/Vision. Model:- Cc-72/Bmc-429/Dy-3723 Lph/Hl108/Va-Tvl380/Al-Col-104/Vaccs380 , Cc Camera, 10.1 Mega Pixle Cmos Sensor, Integreated Cleaning System, 2.5 Lcd Screen With 230K Pixle, 1600 Viewing Angle, High-Precision 9 Point Af System, Picture Style Image Processing Parameters, Digic Ii Image Processor With 0.2 Sec Start Up - (Each) , Cc Camera, 16 Channel Color Digital Video Recorder, 500 Gm Hdd, Full Triplex, Real Time Display (30 Frame Per Second) Make:- Impex/Sparsh/Grovers/Hinum/Vvantage/Alpha/Vision. Model:-Dv-62/Mcd-62/Dvr-29- Hk/Hl205dvr/Va-Hd500/Al-4C/B2616v , Cc Camera, 16 Channel Mono Chrome Duplex Multiplexer With Osd, Time Date And Alarm Facility, Make:-Impex/Sparsh/ Grovers/ Hinum/Vvantage/Alpha/Visionmodel:-M-41/Mx-16/Cplm-30-3/Hl202mx/Vaad16/Al-Mux- 16B/Vaad 16 , Cctv Cable, 3 Core + Coaxialfor 2 Way/Silent Camera, Make:- Impex/Sparsh/Grovers/Hinum/Vvantage/Alpha/Vision/Isi Model:-C-32/Cc-3/Alc-3C/Isi , Cd/Dvd Player , Ceiling Shadowless Lamp Double Dome Isi Marked , Ceiling Shadowless Lamp Single Domeisi Marked , Cell Clean For 5-Part Hematology Analyser All Model Consumable , Cell Pack For 5-Part Hematology Analyser All Model,Consumable , Cell Pack, Reagent Pack For Cell Counter((Erma And Mindrug) Complete Set),Consumable All Instement , Centeral Oxygen Supply For 10 Bedcomplete Fitting , Centeral Oxygen Supply For 30 Bedcomplete Fitting , Centeral Oxygen Supply For 5 Bed Complete Fitting , Central Venous Catheter Kit Single Lumen 18 G , Central Venous Catheter Kit(Single Lumen),Kit , Centrifuge Machine -12 Tube With Digital Display & Timer & Rpm , Centrifuge Machine -8 Tube With Digital Display & Timer & Rpm , Cervical Collar/Each-Soft, Medium Sized , Cervical Cotter , Chair Cushion Foam Thickness 3 With Cotton Cover Box Type , Chikungunya Card Test 1 Gg + 1 Gm (25 Test/Kit) , Chikungunya Card Test 1 Gg + 1 Gm (30 Test/Kit) , Children Toys 1- Jsvy] /Kkxs Ls [Khpus Okys F[Kyksus 2- Fcfymax Cykwdl] 3- Ckwdj Lcth ,Oa Qyksa Ds Vkdkj Okys Iykflvd F[Kyksus Vkfn 4- >Qu&>Qu 5- Iykflvd Ckwy , Chloroquine Solution 4 % Pack Of 5Ltr , Cholesterol600 Ml Consumable , Cholesterol Hdl Direct 160 Ml,Consumable , Cholesterol Kit End Point Enzymatic Kit 50 Test/Kit , Cholesterol Kit End Point Enzymatic Kit 5X20ml 200 Test/Kit , Cholestreol Kit Pack Of 10X10ml (Span/Tulip/Erba) , Chromic Catgut (12 Foils/Pkt)(Size:1/0 Length 150 Cm),Consumable , Chromic Catgut No 1.0 Round Dody, 40 Mm 12 Foils/Pkt , Chromic Size - 1, (12 Foils/Pkt)(1/2 Cir Rb Needle 40 Mm, Length 76 Cm),Needle , Chromic Size - 1, 12 Foils/Pkt(1/2 Cir Rb Needle 45 Mm, Length 100 Cm),Needle , Chromic Size - 1/0 (12 Foils/Pkt)(3/8 Cir Rb Needle 40 Mm, Suture Length 76 Cm),Needle , Chromic With 1/2 Cir Rb Needle 30 Mm Length 76Cm, 2-0 Usp, Absorbable Surgical Suture Surgical Material 12 Foils/Box , Chromic With 1/2 Cir Rb Needle 40 Mm Length 76 Cm (With Needle) ) Absorbable Surgical Sutures Usp,(Size 1, 12 Foils/Pkt),Surgical Material , Chromic With 1/2 Cir Rb Needle Size:1/0, 30 Mm Length 76Cm Absorbable Surgical Suture Surgical Material , Chromic With Cd Rb Needle 30 Mm Length 76 Cm Size:2/0 Absorbable Surgical Suture Surgical Usp, 12 Foils/Boxmaterial , Chromic With Cd.Rb Needle Absorbable Surgical Suture (12 Foils/Pkt)(40 Mm Length 76 Cm Size:1/0),Surgical Material , Chromic With St Rb Needle (12 Foils/Pkt)(60 Mm Length 76 Cm Size:2/0),Consumable , Cidex – 5Lter (2% Glutaldyhide) , Cidex Tray 10X5x3 , Cidex Tray 17X5x39 , Cidex Tray 26X53 , Cidex Tray 36X5x3 , Citric Acid Analar/Gr/Ar (1X500 Gm = 500Gm),Consumable , Cleanac-3 4000 Pack Size 5L(Cell Counter (Model No- Mek-6420P-Japan)),Consumable , Close Wound Drainage Device Under Negative Pressure(Closed Wound Suction Unit) Size 200 Ml(Catheter Size 18, Each),Consumable , Coagulometre Single Chanel , Coline 500Ml , Collagen Drysheet(20X40cm Sheet),Consumable , Collagen Drysheet(10X10cm Sheet),Consumable , Collagen Drysheet(15X30cm Sheet),Consumable , Collagen Wet(6X6 Cm),Sheet , Collection Vail 2Ml Pack 100 , Collection Vail 5Ml Pack 100 , Colorometre Digital , Colour Vision Chart , Complete Delivery Kit-1Plastic Desposable Gown (Non Woven Plastic Laminated,Leak Proof)-2(4*4),(2).Disposable Goggles For Protection Of Eyes-2 (Free Size),(3).Face Mask-2 Free Size,(4).Plastic Disposable Cap(Non Woven Plastic Laminated,Leak Proof)(1Pair,(5).Long Gloves Elbow Length-2Pairs(6 1/2 And 7),(6)Disposable Shoe Covers,Till Calf(Plastic)-2Pair(Free Size)As Per Attached Specification),Consumable [987797] , Computer Table (Size 4X2.6) With All The Fitting Of Parts , Computer Table 4’X2’ With All Fitting Of Parts , Con. (Hno3) Nitric Acid (2.5 Liter),Consumable , Conc Hcl (1X500 Ml = 500 Ml),Consumable , Conc Washing Solution500 Ml All Model Consumable , Conical Flask 2.5 Ltr , Conical Flask Cap. Of500ml Flat Bottal , Conical Flask Cap. Of 100Ml Flat Bottal , Conical Flask Cap. Of 2.5 Lit Falt Bottal , Coombs Ahg Sera 5Ml(Each),Consumable , Coombs Serum (Anti Human Globulin) (Polyvalent)(1X5=5 Ml),Consumable , Corrugated Drainage Sheet, Sterile, Multichannel, Single Use(2 Inch X 6 Inch (Pvc)-Piece),Consumable , Cotton Based Crape Bandage 10Cm X 4M (Box Of 10 Bandages) , Cotton Based Crape Bandage 15Cm X 4M (Box Of 10 Bandages) , Cotton Delivery Belt , Cover Slip With Isi Marked Size:18X18mm(+/- 1.00Mm),Thikness 0.13.. To 0.17Mm(Pkt Of 50 Pieces),Consumable , Cpap Machine , Cpk-Mb Kit (Kinetic) 25 Test/Kit , Cpk-Mb Kit (Kinetic) 25 Test/Kit , Creatinin Kit , Creatinine600 Ml(Model Ba 400 System),Consumable , Creatinine Calorimeter For Semi Auto Kinetic 4X60ml 480Test/Kit , Creatinine Kinetic Pack 2X50ml (Span/Tulip/Erba) , Cresent Knife(1 Each),Consumable , Crp (Hs)(100 Tests),Consumable , Crp Test Kit (Latex/Card) (25 Test/Kit) , Curved Scissors- Laparoscopic 5Mm Size, 360 Degree Rotating With Insulated Shaft, Non Ratchet , Plastic Grip(36 Cms Length, Monopolar Pin Provision For Usage With Electro Surgical Unit, Independently Moving Jaws),Consumable , Cushined Chair With Out Arm Size 865X410x450x500 Mm , Cushioned Chair With Arm Size 900X455x500x560 Mm , Cushioned Chair Without Arm Size 865X410x450x500 Mm , Cut Needle 48 Mm Stainless Steel Length(45 Cm Size 6),Needle 1/2 Ccs , Cvp Line Complete Set , Cvp Line Complete Set , Cyanemeth Solution For Hb 5 Litre , Cyanemeth Solution For Hb(Mfg By Beacon Diagnostic)(5 Lit Can),Consumable , Cylinder Brush , Cytochrome Stain With Buffer (500 Ml),Consumable [710030] , Cytoplasam Stain A&B Rapid Pap Pack Of 500Ml , D-Dimer(10X3 Ml),Consumable , D-Dimer(10X3 Ml),Consumable , Deaver Retractor Abdominal Central Oxygen Supply Complete Per Mtr , Dead Body Cover Standarad Quality , Defbrillator Biphasic, Features : Offers Variable Energy Level Selection, (2,3,5,7,10,20,30,50,70,100,150,200 Joules), Battery Capacity - 50 Shocks On Single Charge. Adult &Pediatric Paddles Support, Compact & Ligh Weight : Approx 5.0Kgs Max, Ecg Through Paddle , Dengurapid Test Card-Single Test , Dengu Card- Antigen(25 Card/Pkt),Consumable , Dengue Card Test 100 Test Kit , Dengue Card Test 100 Test Kit , Dental X-Ray Film Digital 1X150 , Dental X-Ray Film Size 31 X 41 Mm (150 Films / Pkt) , Desert Cooler 24” Exhaust Fan All Body Gi Sheet 22 Gauge , Desirepoly Bag Colour Sutable Forapprox 35Ltr Dustbeen , Desire Poly Bag Colour Sutable Forapprox 10Ltr Dustbeen , Desire Poly Bag Colour Sutable Forapprox 60Ltr Dustbeen , Desired Bio Hezard Poly Bag Capacity Of 30 Ltr , Desired Bio Hezard Poly Bag Capacity Of 50 Lit / 30 Lit. , Desired Bio Hezard Poly Bag Capacity Of 50 Ltr , Developer Powder (22.5 Ltr) For X-Ray , Developer Single Bath Liquid Concentrated Of Consistent Quality. It Sould Have Favoutable Contrast/Fog Ratio And Good Shelf Life - (5 Ltr Can To Make 22.5 Liters Working Solution) , Developer Single Bath Liquid Concentrated Of Consistent Quality. It Sould Have Favoutable Contrast/Fog Ratio And Good Shelf Life-2 Lit Can( To Make 9 Liters Working Solution) (Bromodex Mp Developer Concentrate) 9Ltr Packing , Developer Single Bath Liquid Concentrated Of Consistent Quality. It Sould Have Favoutable Contrast/Fog Ratio And Good Shelf Life-3 Lit Can( To Make 13.5 Liters Working Solution) (Bromodex Mp Developer Concentrate) 13.5 Ltr Packing , Diagnostic Strips For Urine Sugar/Albmin Packing: 100 Strip/Pkt , Dialysis Starting Kit Disposable:A)Sterile Tray With Top(Disposable),Size Not Less Than 30X30cm B) Sterile Drape Size Not Less Than 45X45 Cm 1No C) Cotton Ball 6 No D)(D) Cotton Gauze Pieces 1,E) Artery Forceps-1 No (Disposable)),Consumable , Dialysis Starting Kit Disposable:A)Sterile Tray With Top(Disposable),Size Not Less Than 30X30cm B) Sterile Drape Size Not Less Than 45X45 Cm 1No C) Cotton Ball 6 No D)Cotton Gauze Pieces 1 , Diamond Marke Pencil , Digital Ball Watch Standard Company , Digital Thermometer , Digital Wrist Watch , Digital X Ray Film (Pack Of 100)),Film Size4 Inch X 17 Inch D , Digital X Ray Film -10X12 (150 Films/Pkt) , Digital X Ray Film -11X14 (150 Films/Pkt) , Digital X Ray Film -8X10 (150 Films/Pkt) , Digital X-Ray Film Size 14 X 17((100 Sheet Per Packet)),Film , Digital X Ray Film(Dihl(Pack Of 150)),Film 10 Inchx 12 Inch , Digital X-Ray Filimdigital X Ray Film(Dihl(Pack Of 150)),Size Of Film 8 Inch X 10 Inch , Digtital Thrmometer , Digtital Wrist Watch , Dim/.Wt. W215xh285xd150 Mm/2.85Kg Protable Pa Amplifier Systems Wa 320Dpr 20 Watts (Power Output 25 W Max Input – 2Xmic 2.5Mv,1Xaux 125Mv Tone Controls Bass + 4Db At 200 Hz, Treble+ 5Db At 10Khz Power Supply : Ac Mains, Dc 12V Car Battery,Dry Cells (8Xum-1) , Dimension W200xh240xd145mm , Dionised Water 5 Ltr Cane(Each),Consumable , Disinfectant Renaclean Cold Sterilant (5 Ltr Can) , Disinfectant Renasteril Hot Disinfectant (5 Ltr Can) , Disposable Appronpvcconsumable Full Size , Disposable Bed Sheet 60X90 , Disposable Cresent Knife(2.2Mm),Consumable , Disposable Cup For Urine-Sputum 30Ml 80 To 90 Mm Diameter 100/Pkt , Disposable Dust Mask - Jl246c Equivalent To N-95 Mask , Disposable Examination Gloves Made Of Natural Rubber Latex, Pre-Powdered, Non-Streile Medium , Disposable Examination Gloves Made Of Natural Rubber Latex, Pre-Powdered, Non-Streile Small , Disposable Examination Gloves Made Of Natural Rubber Latex, Pre-Powdered, Non-Streile, Size:- Large , Disposable Keratom Knife(2.8Mm),Consumable , Disposable Keratom Knife(3.2Mm),Consumable , Disposable Needle, 24G Surgical Material , Disposable Needles 22Gconsumable , Disposable Needles 23 No , Disposable Needles 26G X 1/2Consumable , Disposable Paper Gloves Size 7 Inches Consumable , Disposable Paper Gloves Size 7,1/2 Inches Consumable , Disposable Pricking Lancet (Pkt Of 200 Units)(Packet),Consumable , Disposable Pricking Lancet 100 Unitsconsumable , Disposable Scalp Vein Set Size 20 No , Disposable Scalp Vein Set Size 22 No(Each),Consumable , Disposable Sharp Collection Containers 1.5 L , Disposable Sharp Collection Containers 5 Ltr , Disposable Sideport Knife(Num),Consumable , Disposable Spinal (L.P.) Needle(25G),Surgical Material , Disposable Spinal Needle 18 No. , Disposable Spinal Needle 22 No. , Disposable Spinal Needle 23 No. , Disposable Sterile Gloves B.I.S Specification Gloves, Surgical Rubber, Made Of Hypoallergic Latex 100%, Electronically Tested Sterilized 6 Inch / Pair(Pair),Surgical Material , Disposable Sterile Gloves B.I.S Specification Gloves, Surgical Rubber, Made Of Hypoallergic Latex 100%, Electronically Tested Sterilized 7 Inch / Pair , Disposable Sterile Gloves B.I.S Specification Gloves, Surgical Rubber, Made Of Hypoallergic Latex 100%, Electronically Tested Sterilized6.5 Inch / Pair(Pair),Consumable , Disposable Sterile Gloves Bis Specification Gloves, Surgical Rubber,Made Of Hypoallergic Latex 100%,Electronically Tested Sterilize No 7Inch/Pair(Pair),Consumable , Disposable Sterile Gloves Isi Marked Surgical Rubber Hypoallergenic Latex 100% Powder Free 7 1/2 Inc , Disposable Sterile Gloves Isi Marked Surgical Rubber Latex 100% Powder Free 6 Inches , Disposable Sterile Gloves Isi Marked Surgical Rubber Made Of Hypoallergenic Latex 100% Powder Free 7 Inches , Disposable Sterile Hypodermic Syringe 10Ml(Each),Consumable , Disposable Suction Catheter Assorted Covering All Sizes 10,12,14,16,18Consumable , Disposable Surgeon Cap(Box Of 100 Caps) , Disposable Syringe (For Vitamin K Inj)(1Ml With Needle 26G),Consumable , Disposable Syringe With Needle(20Ml Each),Needle , Disposable Syringe With Needle(2Ml Each),Syrings , Disposable Syringe With Needle(3Ml Each),Syrings , Disposable Syringe With Needle(5Ml Each),Needle , Disposable Three Layer Surgical Mask(Box Of 100 Mask) , Distilled Water (1X5 Lit),Consumable , Dialyzers Multiple Use Made Of Polysulphone Or Polyethersulfone Low/Middle Flux, Hi Performance Dialyser Performance Enhanced Technology With Hi Biocompatibility Housed In Medical Grade Polycarbonate Openable Ends For Easy Cleaning Caps(For Dialysate Inlet Utlet For Safer Storage Openable Caps(Red And Blue)Hi Quality Sterilisation Procedure Using Gamma Radiation And Should Meetings Standards Of European Ce/Iso13485:2003Sterlised),Consumable , Dj Stent For Ureter 6 Fr , Dj Stent For Ureter 8 Fr , Dm Water Pack Of 5 Litt Can , Domestic Hut 8.5 X 6 X 13 , Domestic Hut 8.5 X 6 X 13 , Door Matte Big Size Jooth (Sandard Quality) , Door Matte Big Size Plastic (Sandard Quality) , Door Matte Medium Jooth (Sandard Quality) , Door Matte Medium Plastic (Sandard Quality) , Double Blood Bag 450 Ml Cpda(Each),Consumable , Double Lumen Hoemodialysis Catheter With Pur Ext Tube , Double Lumen Polyurethane Cvp Catheter 4 To 5 Fr(Length 8 To 13 Cm, Each),Consumable , Dpx(1 X 250 Lit),Consumable , Dpx(1 X 250 Lit),Consumable , Drabkin Solution For Hb (1X5 Lit),Consumable , Drabkin Solution For Hb (1X5 Lit),Consumable , Draw Sheet Bleach 45 X 45 , Dressing Drum (Made Of Ss) (Size:-11X9) Standard Qualtiy , Dressing Drum (Made Of Ss) (Size:-9X9) Standard Qualtiy , Dressing Drum Ss Size 11X15 Standard Qualtiy , Dressing Drum Ss Size 6X6 Standard Qualtiy , Dressing Drum Ss Size 9X11 Standard Qualtiy , Dressing Trolley - Frame Work Made Of 1 Vertical M.S Pipe , Two S.S Shelves Over With S.S Railling On All Four Sides , The Trolley Fitted S.S Bucket And Bowl And Mounted On 4 Dia Castors.Over All Size 30Lx18Wx32H, Finish Pre Treated And Epoxy Powder Coated, Also Available In Complete S.S , Drop Bottle Plastic 500Ml , Droper 2Ml , Dura Patch (G.Patch)(10X12),Consumable , Dura Patch (G.Patch)(8X10),Consumable , Dustbin Foot Operated Plastic, Size 10Ltr, Isi Mark , Dustbin Without Foot Operated ,Size 5 Ltr,.Isi Mark , Dusting Powder, 10 Gm ( Neomycin Sulphate 5 Mg, Baccitracin 250 Unit, Sulphacetamide Sodium 60 Mg) , E.D.T.A. Vacunater With Needle(3 Ml),Consumable , Ea- 50 (Modified) (For Cytology)(1X125 Ml),Consumable , Ecg Paper (Chemical Coated)(80Mmx 20 Mtr Each),Consumable , Ecg Paper(Chemical Coated) 50Mm X 30 Mtr. Roll , Ecg Paper(Wax Coated) (50Mm X 30 Mtr, Roll),Consumable , Ecg Paper(Wax Coated) Heavy Quality 50Mm X 30 Mtr/ Roll , Economical & Compact , Edta K3 Vial Each , Edta Powder(250 Gm),Consumable , Edta Solutions K3 (150 Ml) , Edta Solutions K3 (500 Ml) , Edta Vial With Safty Cap (2Ml.) Capsule , Edta Vial With Safty Cap (2Ml.) Capsule , Ehrilichs Aidehyde Reagen (2X250 Ml),Consumable , Ehrilichs Aidehyde Reagen (2X250 Ml),Consumable , Electolyte Analyzer 3 P-Ise Based Technology Easy Selection Through Fuction Icon Of Key 100 Result Memory And Quality Contorol Option , Electric Geyser 10 Ltr Capacity Isi Marked , Electric Geyser 15 Ltr Capacity Isi Marked , Electric Led Troch Chargable , Electrolyte Solution A 250 Ml (250Ml) , Electrolyte Solution A 250Ml(250Ml),Consumable , Electronic Baby Weighing Machine Capacity 20Kg Resolution : 10 Gm Pan/Platform : 550Mmx300mm (Min) , Elisa Reader - 0.000-3.5 Abs Mesurent Range, 500 Test Programe & 10000 Result Store, Bichromatic Optic System With Plate Shaker, External Mouse For Easy Handing Large Touch Screen, Whole Plate Reading In Just 5 Sec , Elisa Reader & Washer Printer , Elisa Washer - 48 User Programmable Wash Protocoles, 8 Way/12 Way Manifold, Auto Calibration, Washes Flat Round & V-Bottom Well, Well Depth Detection , Emergency Cart , Emergency Drug Trolley/Crash Cart , Emergency Light Big Size , Empty Bottel 500Ml With Cap , Empty Bottle Droping 150 Ml , Endotracheal Tube Internal With Radioopaque Line(Dia 2.5 Mm To 5 Mm, Each),Consumable , Endotracheal Tube No 5.5(Uncuffed),Each , Endotracheal Tube No 6.0(Uncuffed),Each , Endotracheal Tube, Soft Cuff Towards The Distal End Kink Resistant Inflation Tube Murphy Eye At Distal End With Polished Smoothness Standard 15 Mm Connector Sterile, Single Use Curved Shaped Blister Pack-Suiting The Shape Of Product(Size 4 , Each),Tube , Endotracheal Tube,Soft Cuff Towards The Distal End Kink Resistant Inflation Tube Murphy Eye At Distal End With Polished Smoothness Standard 15 Mm Connector Sterile, Single Use Curved Shaped Blister Pack-Suiting The Shape Of Product(Size 3),Tube , Endotracheal Tubes Size 7 Cuffed Should Have Low Pressure High Volume Cuff And Radio Opaque Blue(25 Each),Consumable , Endotracheal Tubes Size 8 Cuffed Should Have Low Pressure High Volume Cuff And Radio Opaque Blue(25 Each),Consumable , Endotracheal Tubes Size 9 Cuffed Should Have Low Pressure High Volume Cuff And Radio Opaque Blue(25 Each),Consumable , Endotreheal Tube Size 4 Cuffed -Piece, Should Have Silicon Tube With Radio Opaque Blue Line , Enema 100 Ml (Sodium Acid Phosphate 10 Gm, Sodium Phosphate 8 Gm / 100 Ml) , Enema Appratus 1000 Ml Stainless Steel And Rubber Connection Tube Standard Qualtiy , Environmental Desontamintation System , Eosin 2% Solution (1X250 Ml),Consumable , Esbachs Reagent (125 Ml),Consumable , Ethanol (Abosolute Alcohol 99.9% (500Ml) , Eye Drape Disposable Towel (Size-70*70Cm Area 08*08),Consumable , Face Shield Protector Safaqi( ),Consumable , Factor Ix Deficient Plasma (Less Than 1%)(10X1 Ml),Consumable , Factor Vii Deficient Plasma ( Less Than 1%)(10X30 Ml),Consumable , Falcon Tube Plastic Contianers With Air Tight Cap , Fauchets Reagents (125 Ml),Consumable , Fdp Kit(4 Ml),Consumable , Feeding Tube (Catheter)(10 G, Each),Consumable , Female Reprodective System Complete , Femoral Catheters Single Lumen Set Adult(Size - 6F To 8F, Length 13 Cm To 15 Cm, Each),Consumable , Femoral Catheters Single Lumen Set Pediatric(Size - 3F To 4F, Length 13 Cm To 15 Cm Or Less),Consumable , Femoral Catheters Single Lumen Size Adult (Set Of 12 Different Sizes), Set , Femoral Catheters Single Lumen Size Size Pediatrics((Set Of 12 Different Sizes), Set),Consumable , Field Stain A 500Ml [5410005] , Field Stain B 500Ml [5410023] , Filter For Complete Pulmonary Function Testing (Including Dlco) With Body Box(100 Filters Per Pack, Consumable , Filter For Complete Pulmonary Function Testing (Including Dlco) With Body Box(100 Filters Per Pack, Make- Medisoft Sa),Consumable , Filter Paper No.1 Whatman , Filter Paper Sheet((Whatmann No 01) Pack Of 100 Sheets , Finish- Pre Treated And Epoxy Powder Coated , Finite Pump , Finite Pump , Fire Exjesting Cylander Abcd Type 5 Kg Complete , Fire Exjesting Cylander Refling For 5 Kg , Fistula 16G, Single Sterilizedsingle Needle Packing , Fistula 17G, Single Sterilizedsingle Needle Packing , Fistula Sterilized Twin Needle(16 G (Two Needle Pack)),Consumable , Fixer Powder (Bromex Acid Fixer With Hardner) ( 22.5 Ltr/Pkt) , Fixer: It Shall Be Powder Fixer To Produce Clean Radiographs Available In Pack Size Size:- 13.5 Ltr , Fixer: It Shall Be Powder Fixer To Produce Clean Radiographs Available In Pack Size Size:- 9 Ltr , Flask Glass Flat Bottam 1000Ml , Flask Glass Flat Bottam 500Ml , Flask Pyrex 500Ml , Flask White Glass Borosil 1000Ml , Flask White Glass Borosil 500Mg , Floor Cleaning 1000 Ml Isi Mark , Floor Cleaning Liquid Cleaning 5 Lit , Floride Vial With Sp Pack Of 100 , Flouride Solution (Pot.Oxalate 5% Flouride 1%) Pack Of 150Ml , Flow Regulator (Dial Flow)(Each),Consumable , Foetal Stethoscope Of Sk Sheal , Foldable Iol Sterile Lens Pc+14D(Lens-2),Pc+16D(Lens-3),Pc+18D(Lens-5),Pc+19D(Lens- 5),Pc+19.5D(Lens-5),Pc+20D(Lens-15),Pc+20.5(Lens-15),Pc+21D(Lens-13),Pc+21.5D(Lens- 11),Pc+22D(Lens-11),Pc+22.5D(Lens-5),Pc+23D(Lens-5),Pc+24D(Lens-3),Pc+26D(Lens-2)(100 Lens Per Box),Lens , Foleys Catheter Size 12-2 Way Consumable , Foleys Catheter Size 14-2 Way , Foleys Catheter Size 14-3 Way , Foleys Catheter Size 16-2 Way(11 Each),Consumable , Foleys Catheter Size 18- 2 Way , Foleys Catheter Size 20-2 Way(12 Each),Consumable , Foleys Catheter Size 22-2 Way(13 Each),Consumable , Foleys Catheter Size 24-2 Way(14 Each),Consumable , Foleys Urinary Catheter 2 Way Size 8 , Foleys Urinary Catheter 3 Way Size 16 , Foleys Urinary Catheter 3 Way Size 18 , Foleys Urinary Catheter 3 Way Size 20 , Foleys Urinary Catheter 3 Way Size 22 , Foleys Urinary Catheter Pediatrics Size 10 , Foleys Urinary Catheter Silkolatex 2 Way Sterile, Non Toxic Size 10 , Foleys Urinary Catheter Silkolatex 2 Way Sterile, Non Toxic Size 10 , Foleys Urinary Catheter Size 16 2 Way , Foleys Urinary Catheter(3 Way Size 12),Surgical Material , Foot Operated Sanitizer , Foot Sanitizer , Foot Step Double Steel Iron Standard Qualtiy , Forcepartery Sp Wells Cvd. 20 Cm/8” Standard Qualtiy , Forcepkocher Artery Cvd 8 “ Standard Qualtiy , Forcepkocher Artery Str 8 “ Standard Qualtiy , Forcep Allis Tissue 4 ?5Th20 Cm/8” Standard Qualtiy , Forcep Artery Mosquito Cvd 12.5Cm/5” Standard Qualtiy , Forcep Artery Sp Wells Cvd. 15 Cm/6” Standard Qualtiy , Forcep Dis Sectionplain Ss 17.5 Cm Standard Qualtiy , Forcep Dis Section Plain Ss 20 Cm Standard Qualtiy , Forcep Hysterectomystandard Qualtiy , Forcep Intestinalsize 16 Cm Standard Qualtiy , Forcep Intestinal Size 12.5 Cm Standard Qualtiy , Forcep Mousquito Str+Cvdsize: 12.5 Cm , Forceps Teeth Size 12.5 For Dressings.Steel , Forcepsplain Size 10 For Dressing S.Steel , Forcepsplain Size 12.5 For Dressings.Steel , Forcepsplain Size 17.5 For Dressings.Steel , Forcepsplain Size 25For Dressings.Steel , Forcepsteeth Size 10 For Dressings.Steel , Forcepsteeth Size 15 For Dressings.Steel , Forcepsteeth Size 25 For Dressings.Steel Standard Quality , Forceps Plain Size 15 For Dressings.Steel , Forceps Plain Size 20For Dressings.Steel , Forceps Teeth Size 17.5 For Dressing S.Steel , Forceps Teeth Size 20 For Dressings.Steel , Formaldehyde (Formalin)34% Acq 450 Ml Bottle , Formaldehyde 40% (Conc. Formaline)(1 X 30 Lit),Consumable , Formalin Chamber Internal Trays Sterdization Size 21X8X8.5Standard Quality , Formoline Solution 450Ml , Fouchets Reagent (100 Ml Bottle) , Fram Work Made Of Aluminum Tubes , Freedge 165 Litre , Freedge 220 Litre , Freq Resp.100-10 00Hz + 3Db , Full Bio Chemistry Analizer -200 Test/Hour, Staff Function, 60 Sample Positin With Refrigeration , On Board Wash Saction , 8 Interference Filters And 2 Position For Aptional, Photometric Range 0-3 Abs , Funnel , Funnel , G6pd Deficiency Test Kit - 10 Test , G-6Pdh (Quantitative Uv Kinetic (Liquistat Pack Of 15X1.1Ml (Span/ Tulip/ Erba) , Gauze Swab/Pad 4 Layer 10Cmx10cm , Gauze Swab/Pad 6 Layer 10 Cmx 10 Cm , Gauze Swab/Pad 6 Layer 20 Cmx 20Cm , Gentian Violet (Gram Stain) 100Ml Bottle , Giemsa Stain (Merck / Span) (125 Ml),Consumable , Glacial Acetic Acid (2.5 Liter),Consumable , Glass Beaker Cap.1000Ml , Glass Beaker Cap.500Ml , Glass Rod Size 12 Inch. , Glass Slide 75Mm X 25Mm 1.1 Mm [6120086] , Glass Slide 75Mm X 25Mm 1.35 Mm [987700] , Glass Slide With Isi Mark-At Least 75Mm X 25 Mm- Thickness At Least 1.1Mm,Detail Specifications-I-With Smooth Edges, Without Any Scrathtches. Ii-Glazed Glass.Iii-No Visual Or Chromatic Abbretions(50 Slides/Packet),Consumable , Glass Test Tube 12 X 100 (Medium Size) Heavy Quality 100/Pkt , Glass Test Tube 12 X 75(Small Size) Heavy Quality 100/Pkt , Glass Test Tube 5 Without Edge [987879] , Gloter Aldhiygde Solution Packge 1 Ltr , Gloves Latex Autoclavable 8 No (Pair) Made Of Natural Latex Micro Rough Finish For Better Grip , Gloy Size Board , Glucometer , Glucometer Cell , Glucometer Sprips (1X100) , Glucometer Strip (1X100) , Glucometer Strips 1 Should Be Able To Use Capillary Blood Samples 2 Should Have Expiry As Printed On The Label Of The Supplied Box(3 All Strips Should Have At Least One Year Expiry Date From The Date Of Supply 1 Glucometer Free With Each 1 Thousand Strips Rate Should Be Quoted For ,Consumable , Glucose600 Ml(Model Ba 400 System Consumable , Glucose Kit (God/Pod)(350Ml),Digonstic , Glutaraldehyde Solution 2% In 5 Litre Can (2 Strips/Vials Per Each Can)(5 Litre Can),Consumable [700591] , Gold Chloride (1X1 Gm),Consumable [710056] , Goods Carrying Vehicle. (Size 48X24X24) Four Wheeler , Gpt (Ast) Kinetic (Liquistat) Pack Of 10X10ml , Gram Iodine (Gram Stain) (100Ml Bottle)(Bottle),Consumable , Gram Iodine (Gram Stain) 125 Ml , Gram Staining Kit (Crystal)(125Ml X 4),Consumable , Grasper- Laparoscopic 5Mm Straight 360 Degree Rotating With Insulated Shaft, Toothed A Traumatic Grasper With Ratchet Mechanism, Plastic Grip(36 Cms Length, Independently Moving Jaws),Consumable [720068] , Gynec Sheet 80 X 48 Standard Pvc Quality , Gypsona 4” , Gypsona 6” , Haby Gum Boot , Haematoxyline Solution (Harris)(1X125 Ml),Consumable , Haemoglobi Pippate(Pippate),Consumable , Haemoglobin Tube(Tube),Consumable , Haemoglobino Meter (Sahilmathard) , Half Volume Pt And Aptt Testing , Hand Sanitizer With Pump(500Ml),Bottle , Hand Wash Liquid Cleaning Standard Company , Handpiece(Blue),Consumable , Handpiece(Transducer),Each , Hb Colour Scal Book , Hb Electrophoresis(200 Test),Consumable , Hba 1 C (Glycosylated Hb)(100 Tests),Consumable , Hba Ag Elisa 96 Kit 1X96(Each),Consumable , Hba Ag Rapid Card Test(Each),Consumable , Hbnc Kit Complete - , Hbs Antigeng Kit Card(Pack Of 10 Card Test With 10 Dropper, 1 Buffer Solution, 10 Pricking Lancet And 10 Alcohol Swab),Digonstic , Hbsaganigine Kit Card(Pack Of 10 Card Test With 10 Dropper, 1 Buffer Solution 10 Pricking Lancet And 10 Alcohol Swab) J Mitra/ Span/ Tulip , Hbv Elisa Test Kit Pack Size : 96 Wells Per Kit(Rate Should Be Quoted For 1Kit Containing 96 Wells),Consumable , Hbv Rapid Test Kit Quantity Is In No. Of Test Card Only(And Rate Should Be Quoted For One Test Card),Consumable , Hcl N/10 (500 Ml Bottle) , Hcv Kit Card Test(25 Test / Kit),Digonstic , Hcv Rapid Test Card Single Test (J Mitra/ Span/ Tulip) , Hdl Kit 50 Test [987882] , Hdl Kit Ppt(2X50ml 200 Test/Kit),Consumable [987760] , Hdl/Ldl Standard(1X1 Ml),Consumable [710063] , Hdpe Jar 5 Litt With Cap , Heamstrips (Oc , Hematology Cell Counter Reagents Dilutent (20 Ltr) , Hematology Cell Counter Reagents Rinse Solution (20 Ltr) , Hemoostasi Analyzer , Hemotocyto Meter,Consumable , Hiv 1&2 Test Cards , Hiv 1+2 (Rapid) Per Card (J Mitra/ Span/Tulip) , Hiv 1+2 (Rapid) Per Card J Mitra , Hiv Rapid Test Card Single Test (J Mitra/ Span/ Tulip) , Hospital Bed Ss With Mattress , Hot Air Oven 14X14X14 , Hot Water Bagstandard Company , House Hold Referigerator Double Door Isi 265 Litt , Hub Cutter- Non Electric Lockable Safety Portable Box For Disposal Of Hypodemic Needles.Consumable , Human Albumin 20%(50 Ml Vial Ffs Glass Bottle),Bottle , Hydrochlorid Acid(Hcl) N/10 (500 Ml Bottle) , Hydrogen Peroxide (Conc.) H2o2 (500 Ml),Consumable , I.V Stand 4 Legs Base , I.V. Cannula With Injection Valve(Size 24 G),Consumable , Ice Gel Pack (200&500Gm) , Id Wrist Band(Identification For Mother/Child Specific Colour)(Wrist Band/No),Consumable , Immersion Oil (Refractive Index Of 1.48. It Should Be Colourless,Odourless, Transparent, Free From Fluorescence In Day Light With Realtive Density Of 0.827 To 0.890, Visosity Of 110To Gravity Of 76-0.78 At 15.5 C , Immersion Oil Lens (All Type) , Incubater B.O.D , Incubator , Incubator Digital Microbiological , Indicator Sol, For Ph (Litmus Sol) (1X500 Ml = 500 Ml),Consumable , Infant Feeding Tube (Catheter) Size: 3G , Infant Feeding Tube (Catheter) Size: 4G , Infant Feeding Tube (Catheter) Size: 8G(Each),Consumable , Infant Feeding Tube Size: 5G , Infant Feeding Tube Size: 6G , Infant Feeding Tube(10 G Each Piece, Each),Consumable , Infant Feeding Tube(7G Each Piece, Each),Consumable , Infant Mucus Extractor Sterile Pvc(Each),Surgical Material , Infant Weing Scal With Bag , Infantometer , Infusion Pump Features :- Front Load Of Yringe , Automatic Detection Of Syring, Bolus And Purge Facilty , Self Illutrative Contorl Panel , Syring Capacity , 10Ml-300Ml/Hr.20Ml-500Ml/Hr , Input – Mic-1:3Mv, Mic-2:3Mv, Aux: 100Mv 800Mv Rec. Output 800Mv Tone Controls Bass : + 6Db At 80Hz, Treble :+ 6Db At 8Khz Power Req. 220-240V Ac 50/60Hz, 12V Car Battery 12V.3.5Ah Rechargeable Battery Dim/.Wt. W215xh285xd150 Mm/4.65Kg , Input Channels : Built –In Microphone , Instrument Tray Ss With Cover 10X8 Standard Company , Instrument Tray Ss With Cover 15X12 Standard Company , Instrument Trays With Cover Ss Size: 10 X 12 Standard Company , Instrument Trays With Cover Ss Size: 7 X 11 Standard Company , Instrument Wash 500Ml With Spray Pump , Insulated Container , Insulin Syringe(Each),Consumable , Intra Venous Set (Adult) With Airway And Needle Standard Company , Intra Venous Set (Child) With Airway And Needle Standard Company , Intracath Cannula For Single Use (Intravascular Catheters) Bis(Gauze 22, Length 25),Consumable , Inverter Battery 500 Watt 150 Ah Isi Mark , Inverter With Battery 1000 Va [One Battery Required]Isi Mark Standard Companywith Installation , Inverter With Battery 1500 Va [Two Battery Required]Isi Mark Standard Companywith Installation , Invertor Batteryisi Mark 150 Vah , Iol - Made By Repated Company, Eto Sterlized, Powernon Foldable Iol Sterile Lens Pc+14D (2), Pc+16D (3) Pc+18D (5), Pc+19.5D (5), Pc+20D (15), Pc+20.5D(15), Pc+21D (13), Pc+21.5D (10), Pc+22D (10), Pc+22.5D (5), Pc+23D(5), Pc+24D(3), Pc+26D (2), Ac+19D (2) (No), Single Price(Standard Company) , Iron Bed Size 5X2.6 , Iron Box 5’X2.5’X2.5’’ , Iron Box 6’X3’X3’’ , Iron Stand With Belding Work , Isoflurane(250 Ml Amber Color Bottle),Inhalation , Isopropyl Alcohol (Propanol)(1 X 2.5 Lit),Consumable , Iv Cannula Size With Inj.Valve (Port)(18G ), Consumable , Iv Cannula Size With Inj.Valve (Port)(22G ), Consumable , Iv Cannula With Inj Valve(18G),Consumable , Iv Cannula With Inj Valve(20G),Consumable , K Wire(Length 375Mm Size:1.6Mm Roll),Consumable , K Wire(Length 375Mm Size:1.8Mm Roll),Consumable , K3 Blood Vaccutainer Edta-100 Tubes/Pkt , Keratome 3.2 Keratome Round Stock 3.2Mm Full Handle Knives E.T.O. Sterile Angled Bevel Up 45 Deg( ),Consumable , Knife Blade All No Pack Of 100 , Kit For Total Protein (Including Albumin And Total Protein) 100Ml Bottle , Lab Coat , Labour Room Tray 12”X10” , Labour Room Tray 15”X12” , Labour Table 3 Fold Ss With Foam Mattress, , Labour Table Manul , L-Alanyl L-Glutamine Solution For Infusion (20%W/V)(Each),Consumable , Larrynoscope Set With Four Blades (Adult) , Larrynoscope Set With Four Blades (Infant) , Larrynoscope Set With Four Blades (Paediatric) , Latex Based Baloon Capacity (30-50Ml) Foleys Catheter(Size 14-3 Way),Consumable , Latex Based Baloon Capacity (30-50Ml) Foleys Catheter(Size 16- 2 Way Each),Consumable , Latex Based Baloon Capacity (30-50Ml) Foleys Catheter(Size 18- 2 Way, Each),Consumabl , Latex Based Baloon Capacity (3Ml) Foleys Urinary Catheter Peadiatrics(2 Way Size 8, Each),Consumable , Latex Based Baloon Capacity (3Ml) Foleys Urinary Catheter Peadiatrics(Size 10 , Each),Consumable , Latex Examination Gloves (Large) (100/Pkt)(Packet),Consumable , Latex Examination Gloves (Small) (100/Pkt)(Packet),Consumable , Latex Examination Gloves(Medium),Consumable , Lcd Projecter , Ldh Kit Pack (50 Ml Bottle),Consumable [700603] , Lead Letter 0-9 Sets (100 Clips/Pkt) , Leishman Stain (500 Ml Bottle),Consumable , Leishmann Stain Sol With Buffer Tablet Ph (1X5 Lit),Consumable , Lens Cleaning Paper , Lenstip(1 Each),Consumable , Lenstip(1 Each),Consumable , Life Boy Soap , Life Boy Soap 100Gm , Light Weight Composite Mesh : Polypropylene Andpolyglycolic Acid Partially Absorbable Composite Mesh With Large Pore Size 6 X 11 Cm , Liquid Hand Wash , Liquid Hand Wash Solution With Dispenser Consumable(500 Ml),Consumable , Liquid Paraffin 50Ml(Bottle ),Consumable , Liquid Senitzed (Hand Antiseptic) , Liquor Ammonia (500 Ml),Consumable , Long Body Suit -Non Woven Fabrie , Long Line Silicon Catheter, G-24, Fr-2, L-30Cm , Low-Profile Titenium Chemo Port With Cilicon Catheter (9.6 Fr, 6.6Fr, 3.9Fr,) Length -60Cm,Guide Wire, Peel-Away Desilet,Hubsite Needle(22G*20Mm) , Lugols Iodine Pack Of 100Ml , M-30-D-Diluent(20Ltr),Consumable , M-30-R-Rinse(20Ltr),Consumable , Macconckeys Agar(500Grm),Consumable , Macconckeys Agar(500Grm),Consumable , Mackintosh Double Colour Water Proof Rubber Marked Isi Hospital Rubber Sheeting Is:4135-1974 Packing And Making : As Per Clause No 4.1 And 4.3 / Mtr , Macro Porous Tissue Separating Multi Layered Partially Absorbablemesh With Oxidized Regenerated Cellulose, Polydioxanone And Soft Polypropylene Mesh(Size 15 Cm X 15 Cm),Consumable , Macro Porous Tissue Separating Multi Layered Partially Absorbablemesh With Oxidized Regenerated Cellulose, Polydioxanone And Soft Polypropylene Mesh(Size 15 Cm X 20 Cm),Consumabl , Malaria Antigen Pv/Pf Single Test , Malaria Rapid Stain Kit (Jsb I&Ii) One Minute Stain For Blood Parasite) Pack Of 2X500ml , Male Reprodective System Complete Standard Company , Malleable Splirls (X-Ray Through The Splints Fixing Of Splint Is By Zipper Or Belt Distal End Left Open To Expose Toes Should Be Washable And Reusable) , Mammanatallie Standard Company , Manometer And Flo Meter For Oxygen Cylinder , Maryland Dissector- Laparoscopic 5Mm Curved Maryland Dissector With Tapering End, 360 Degree Rotating With Insulated Shaft, Non Ratchet , Plastic Grip(36 Cms Length, Monopolar Pin Provision For Usage With Electro Surgical Unit, Independently Moving),Consumable , Masson Trichrome Staining Kits(100 Test),Consumable , Match Box , Mattres Cover Complete Size L.6.5Fxw3.5Fxt5.5F Inch , Mattress Coir With Foam Topping Plain Cloth Cover Size 72X36x4 Thik With Ragzine Cover , Medical Nitrous Oxide Gas In Jambo Size Cylinder(D Type),Miscellaneous , Medical Nitrous Oxide Gas In Medium Size Cylinder(B Type),Miscellaneous , Medical Nitrous Oxide Gas In Small Size Cylinder(A Type),Miscellaneous , Medical Oxygensteel /Aluminium Cylinder (10 Litres Water Cap) With Gas Specific Pin System(10 Liters),Inhalation , Medical Oxygen Gas Ip In Jambo Size Cylinder(D Type),Miscellaneous , Medical Oxygen Gas Ip In Medium Size Cylinder(B Type),Miscellaneous , Medical Oxygen Gas Ip In Small Size Cylinder(A Type),Miscellaneous , Medical X-Ray Film-Polyester Based Imaging Film 30.5 Cm X 30.5Cm (12X12) Size:- 50 Sheets In One Packet , Medical X-Ray Film-Polyester Based Imaging Film 35.6 Cm X 43.2Cm (14X17) Size:- 50 Sheets In One Packe , Medical X-Ray Film-Polyester Based Imaging Film 35.6Cm X 35.6Cm (14X14) Size:- 50 Sheets In One Packet , Medigard Hand Scrub [987893] , Messuring Cylinder 1Ltr With Spout , Mesuring Cylinder Pack Of 100Ml , Mesuring Cylinder Pack Of 1Lit With Spout , Mesuring Cylinder Pack Of 500Ml , Methanol(Acetone Free) For Leishman Staining (1X2.5Lit) , Methanol Pack Of 5Ltr , Methylaled Spirit , Methylate Spirit (Sep.Chemical Name Ethanol Denatured+5% Isopropyl Alcohol+5%Methanol, Molecular Structure : C2h50h Molecular Wt: 46.07 Purity : 90% , Methylene Blue 25Gm Dye Content 82% , Methylene Blue Pack Of 500Ml/Gram (Dye Content+42% Sepc.Chemical Name: Methylthionine Chloride, Chemical Structure: C16h18c1n3s,Molecular Wt: 319.9, Dye Content: Approx 82% (Should Be Available On The Container) , Metresses 3X6 With Raxine Cover 4 Densit , Micro Drip Set , Micro Pipet 1000 Fix And Variable Each , Micro Tips Big Pack Of 1000 Pices , Micro Tips Big Pack Of 500 Pices , Micro Volume Drip Set , Microalbumin Urine(100 Tests),Consumable , Micronthik Bag 10 Lit. , Micronthik Bag 30 Lit. , Micronthik Bag 5 Lit. , Micronthik Bag 50 Lit. , Micropiptte 100-1000 , Microscope With Digital Display And Having Magnification , Microsurgery Speciality Gloves(Size 6.5),Lens , Microtips (2-200 Ul) 1X1000(Each),Consumable , Milkiwhitegel Based Sanitizer1.Ethinol (Cas-64-17-5) 58-62% 2. Benzoil Coline Chloride 0.52% 1 % 3. Ph Neutral Contact Time 15 Sec 4.(Pack Size L& 500 Ml With Dispensor),Consumable , Mindray Bc 5300, Auto Hematology Analyzer Part -5(M- 53Diluent),Consumable , Mindray Bc 5300, Auto Hematology Analyzer Part -5(M- 53Leo (Ii) Lyes),Consumable , Mindray Bc 5300, Auto Hematology Analyzer Part -5(M- 53Lh Lyes),Consumable , Mixed Oxidant Disinefction Genration System , Mixi Isi Mark , Mobile Operatinglight Single Dom , Mobile Operating Light Double Dom , Mobile Operating Light Four Dom , Mobile Operating Light Three Dom , Modular Automitic Blood Culture System , Mopping Pad , Motorcycle Pa Amplifier Set (Mpa-40S) (Spc. Power Output16 W Rms At 10% Thd/22W Rms Max, , Motorized Ot Table With Chair For Ophthalmology , Mtp Cannulas Standard Company , Mva Kit (Mannual Vaccum Aspiration Kit) , Mva Kit (Mannual Vaccum Aspiration Kit) Consumable , N-95 3M Disposable Raspirator(Without Valve Ffp2),Consumable , N-95 3M Inv Disposable Raspirator(With Valve Ffp2),Consumable , Nah2 Po4 (Anhydrous) Analar / Gr/Ar (1X500 Gm = 500Gm),Consumable , Nasal Catheters Child Size Disposable Nasal Prongs , Nebulization Mask - Kit (Pediatrics) , Nebulization Mask-Kit (Adult) , Nebulize Compressor. Piston Model, Fitted With Small Fan, Nices Less 60 Decible, Nebulizer Chamber Autoclave, Particle Size Between 0.5 To 5 Micron Suitable For Adult And Pediatric Patient. Resptrable Particle Above 60, Tor 300 Mg/Min , Needle And Syringe Destroyer Electrically Operated , Needle And Syringe Destroyer Manually Operated , Needle Holder Laparoscopic 5Mm Straight Reusable Needle Holder With Ratchet Mechanism With High Quality Tungsten Plated Jaws For Enhanced Needle Grip(36 Cms Metal Shaft),Consumable , Needle Hypodermic Size 23 G , Needle Hypodermic Size 24G , Needle Hypodermic0insulin (Metallic Non0sterile) Needle , Neomycin And Sulfacetamide Sprinkling Powder 5 Gm(Each),Consumable , Neonatal Infant Weighing Scal With Sling , Neonatal Urine Collector Bag 50 Ml , Neubauers Chamber(Each),Consumable , Nibp (Non Invasive Blood Pressure) Multi Channel Monitor) , Nitrous Oxide Cyilnder , Non -Contact Rapid Temperature Measurment System-Screen 2.8 Inch Tft Screen, Infrared Resolution Size 160X120, Frame Rate 9Hz, Temperature Measurment Range 30 Dig.C-45Dig.C, Accuracy + 0.5Dig.C, Distance 1M. Measuring , Storage - Take And Store Photos To Sd Card , Software Pc Analysis Software, Battery - Rechargeable 3.7V/5000Mah Lithium Battery. 22650 Single Cell, Battery Working Hrs- Up To 6Hrs.To Escort Your Continucous Work, Weather Proof, Nycocard Reader -Up To 2M, Tripod Mounting Hole 1/4 Inch, Hba1c, Microabumin, D-Dimer, C-Reactive Proteins , Non -Invasive Ventilaor (Sponteneous And Timed) , Non Tuch Thermo Meter , Nuclear Stain Rapid Pap Pack Of 500Ml , Nutrient Agar(500 Grm),Consumable , Nylon Suture Spatulated Micropoint Reverse Cutting Needle, Double Armed Suture Size 9-0(12 Foils/Pkt),Suture , Obsteric Labour Talbe Mechacally :- Sep- Frame Work Made Of Heavy Ms Crca Tubular Pipe.Stainless Steel Top In Two Section , Back Rest Section Adjustable On Retched System, Trendleburg Position Adjustable On Screw Mechanism By Handle. Supplied With Waste Collecting , S.S Bowl On S.S Bracket And I.V Rod , Height Adjustable A Pair Of Leg Holders With Straps, Complete With Self Locking Traction Handle I.V Rod , Overall Size 72 Lx27Wx30H Cms.Finish Pre Treated And Epoxy Powder Coated.Also Available In Complete S.S , Occult Blood Test Kit (Haem Test Kit) (1 X 100 Strips),Consumable , Og6 (For Cytology)(1X125 Ml),Consumable , Operating Microscope For Ent (Imported) , Ophthalmo Scope Direct , Ophthalmo Scope In Direct , Orthopaedic Speciality Gloves(Size 7),Consumable , Orthopaedic Speciality Gloves(Size 7),Consumable , Overall Size 48Lx24Wx24H , Oxalic Acid , Oxidisedcellulose Absorbable Hemostate( 2X3),Consumable , Oxidisedcellulose Absorbable Hemostate(2X14),Consumable , Oxidisedcellulose Absorbable Hemostate(4X8),Consumable , Oxidised Regenerated Cellulose Absorbable Hemostate(1X2),Consumable , Oxidised Regenerated Cellulose Absorbable Hemostate(2X4),Consumable , Oxidised Regenerated Cellulose Absorbable Hemostate(4*4),Consumable , Oxygen Conentrator , Oxygen Cylinder (It Should Be A Standard ‘J’ Type Molybdenum Steel Cylinder To Fill Medical Oxygen The Capacity Should Be Of 5000 To 6000 Liters (5To6m3) At A Pressure Of 1800-2000Ibs/Inch2, A Pressure Regulator Capable Of Reducing The Pressure To Appropriate Level To Run Either A Ventilator Or Provide Oxygen Therapy With A Flow Meter Should Be Provided , Oxygen Cylinder Flow Meter , Oxygen Cylinder Gauze-1 , Oxygen Cylinder Gauze-2 , Oxygen Cylinder Gawge Valum , Oxygen Cylinder Jumbo Size Complete Set , Oxygen Cylinder With Instrument Set For Oxygen Delivery B Type,Make-Everest Kanto Cylinder Limited;(Model- Everest;Country Of Origin-India),Consumable [75001] , Oxygen Cylinder With Instrument Set For Oxygen Delivery D Type,Make-Everest Kanto Cylinder Limited;(Model- Everest;Country Of Origin-India),Consumable [75002] , Oxygen Humidifier , Oxygen Inhelation Mddial Oxygen Steel Aluminium Cylinder 10 Ltr( ),Consumable , Oxygen Mask Adult (Standard Size) Standarad Company , Oxygen Mask Paediatric (Standard Size) Standarad Company , Oxygen Nasal Cannula(Neonatal),Consumable , Oxygen Nasal Canula (Neonatal) 7 White Colour Tubing And Threaded Nut(25 Pcs/Pkt),Consumable , P.P.T 1.5 Tu Tubercullin Vial 5 Ml , P.P.T 10 Tu Tubercullin Vial 5 Ml , P.P.T 2 Tu Tubercullin Vial 5 Ml , P.P.T 5 Tu Tubercullin Vial 5 Ml , Paediatric - Double Lumen Catheter Set 6.5 F - 8.5 Fr, 13Cm (Curved), Kit , Paediatric - Double Lumen Catheter Set 6.5 F - 8.5 Fr, 13Cm (Straight), Set , Paediatric Drip Set(Set),Digonstic , Paediatric Epidural Set(19G Needle, Metal Stylet,22G Catheter,0.22Micron Epidural Catheter Lor Syringe , Paper Adhesive Microporous Surgical Tape 3 Inch X 5 M / Roll (10 Roll/Pkt)(3 Inch X 5 M / Roll (10 Roll/Pkt)),Consumable , Paper Adhesive Plaster 1 X 9.0Mts , Paper Adhesive Plaster 1/2 X 9.0Mts , Paper Adhesive Plaster Microporous Surgical Tape 1 Inch X 9 M / Roll , Paper Adhesive Plaster Microporous Surgical Tape 2 Inch X 5M /Roll , Paper Adhesive Plaster Microporous Surgical Tape 4 Inch X 9 M / Roll , Paper Adhesive Plaster Microporous Surgical Tape 6 Inch X 10 M / Roll , Paper Adhesive Plaster Microporous Surgical Tape 6 Inch X 5M /Roll , Para Film Sealing Film (Parafilm 100Mm Widht, 58M Length, For Use Between 40 Dgree C To 50Dgree C , Paraffin Strips , Patch Buprenorphine(10Mcg),Consumable , Patch Buprenorphine(20Mcg),Consumable , Patented Ball Method Technology For Extermely Reproducible And Realiable Result , Patented Ball Method Technology For Extermely Reproducible And Realiable Result , Patient Bed Powder Coted Size 84Lx36Wx24H , Patient Gown Standard Size , Patient Stool , Paracaine Eye Drop , Pediatric Chamber Set 100 Ml , Peledi , Ph Meter Digital For Water , Phenol Crystal 500Ml Purity 99.5% , Phenyal 40% /Phanolic Solution 40% , Phenyl - As Per Schedule O (Grade 1) 10 Lt Jar(Isi Marked),Consumable , Phenyl 40% , Photo Therapi Unit Double Surface , Photo Therapi Unit Single Surface , Pipete Graduated 0.2Ml , Pipett Graduated 2.0 Ml To 10Ml , Pistol Grip Curved Coagulating Shears With Ergonomic Handle In The Following Shaft Lengths 23 Cm. Can Seal Blood Vessels Upto And Including(5Mm In Diameter),Consumable , Pistol Grip Curved Coagulating Shears With Ergonomic Handle In The(Folloeing Shaft Lengths 36 Cm Can Seal Blood Vessels Upto And Including 5 Mm In Diameter),Consumable , Plain Disposable Vial 3Ml(Each),Consumable , Plain Vial With Screw Cap (12X75),Consumable , Plain Vial With Screw Cap(12 X 75),Consumable , Plaster Of Paris Bandage 10 Cm X 2.7 Mtr / Roll(Roll),Bandage , Plaster Of Paris Bandage Bp 10 Cm X 2.7 Mts/Roll Standard Company , Plaster Of Paris Bandage Bp 15 Cm X 2.7 Mts/Roll Standard Company , Plaster Of Paris Pack Of 5Kg , Plastic Bottle(300Ml),Consumab Empty With Cap , Plastic Bottle(500 Ml),Consumable Empty With Cap , Plastic Box 9X3.5’X3’’ , Plastic Box 9X6’X6’’ , Plastic Box Supirior Quality 10X7x4 , Plastic Box Supirior Quality 9X6x4 , Plastic Bucket Black 20 Ltr , Plastic Container With 2Lt Cap , Plastic Tanki 500 Ltr. For Water (3 Layerd, Standard Quality, Manu.By Reputed Company) , Plastic Thaila 18 Lengthx 16 Widex 8 Thickness , Platelet Dilution Fluid (100 Ml Bottle) [700193] , Poliglactinsuture1-90Cm (Vicryl) , Poliglactin Suture1-110Cm (Vicryl) , Poly Bag Black 16X18’’ , Poly Propylene Mono Filament Sterile Precut With 1/2 Cir Rb(Needle 30 Mm Length 70 Cm Non Absorbable Surgical Sutures Usp Size 1/0),Surgical Material , Polycarbonate Goggle- Material Plastic(Uv-Protection, Lens Thickness 1-2 Mm, Weight-40-50G),Consumable , Polyethylene High Pressure Extension Tube, Length - 100Cm , Polyethylene High Pressure Extension Tube, Length - 150Cm , Polyethylene High Pressure Extension Tube, Length - 200Cm , Polyglactin 30 Mm 1/2 Circle Round Body 90 Cm Size 1/0(12 Foils/ Pkt),Consumable , Polyglyconic Suture 110 Cm Vicryl No.2-0 Pack Of 12 Foils , Polyglyconic Suture 190 Cm Vicryl No.1 Pack Of 12 Foils , Polyglyconic Suture 190 Cm Vicryl No.1-0 Pack Of 12 Foils , Polypropylene Size - 1, (12 Foils/Pkt)(1/2 Cir Rb Needle 45 Mm, Length 90 Cm ),Needle , Polypropylene Size-2/0 (12 Foils/Pkt)(1/2 Cir Rb Needle 25Mm, Length 45 Cm),Needle , Polythine Whit Standard Quality(Weghting Capicty 500Gm To 20Kg) , Poocha Long Cloth Standar Size , Popete Stand Glass Large Size , Post Operative Bag With Window Size 100 Mm(1 Each),Consumable , Post Operative Bag With Window Size 70 Mm(1 Each),Consumable , Postmartem Gloves , Postmartem Set , Potassium Permanaganate , Powder Developer Suitable For Processing Medical X-Ray Films. One Developer Box Shall Contain Part A And Part B Which Are Mixed At The Time Of Preparation Of Solution Of Specific Capacity Size:- 13.5 Ltr , Powder Developer Suitable For Processing Medical X-Ray Films. One Developer Box Shall Contain Part A And Part B Which Are Mixed At The Time Of Preparation Of Solution Of Specific Capacity Size:- 9.0 Ltr , Ppe (Personal Protective Equipment)(Full Body Suit With Shoe Cover Free Size, Gloves, Face Sheeled, Goggle Consumable , Ppe Kit Consumable , Pregnancy Detection Kit Ce Marked/Isi Marked 30 Test/ Kit , Pregnancy Test Card For Urine Test Single Cared , Pregnancy Test Card(10 Card Pack,Consumable , Pregnancy Test Strips For Urine Pack Of 100 Strips , Pregnant Stage And Reprodective Dumy , Presure Cukker 05Lrt , Presure Cukker 07Rt , Presure Cukker 10Lrt , Prinking Needle Pack Of 100 Pices , Prinking Needle Pack Of 200 Pices , Procedure Table , Protable Pa Amplifier Systems Wa 620 Dpr 25 Watts (Power Output 25 W Max Input – Mic-1:3Mv, Mic- 2:3Mv, Aux: 100Mv 800Mv Rec. Output 800Mv Tone Controls Bass : + 6Db At 80Hz, Treble :+ 6Db At 8Khz Power Req. 220-240V Ac 50/60Hz, 12V Car Battery 12V.3.5Ah Rechargeable Battery , Protable Pa Amplifier Systems Wa 625Dpr 25 Watts (Power Output 25 W Max , Protection Suit And Gloves( ),Consumable , Protein (Total) 600 Ml(Model Ba 400 System Consumable , Protein Electrophorosis In Blood (Serum) ,Urine ,Csf(200 Test),Consumable , Protien& Albumine (Total) Biuret And Bcg , Protien (Urine) Ba 400 Biosystems Diagnostics Pvt Ltd(240 Ml),Consumable , Pt Kit (Time) (Ist 1.00 - 1.20)(2X4 Ml),Consumable , Ptah Staining Kits(100 Test),Consumable , Public Addressing System , Pulse Oximeter Finger Tip , Pulse Oximeter Table Top , Purified /Distilled Water- Laboratory Grade , Pyrethrum Extract 2%(25 Litre Drum) , Quick Diff Staining Kits For Pap Smear(100 Test),Consumable , Ra Factor 50 Test Kit Qualicative [987764] , Rapid Ra 25 Test , Rbc Dialuation Fluid (500 Ml Bottle),Consumable , Reaction Rotor 10 Pc(Model Ba 400 System Consumable , Reagent Bottel Glass 5Lit , Reagent For Hdl Cholestrol Test(100 Ml (4 X 25)),Consumable , Refling Oxygen Cylande Jumbo Large , Refling Oxygen Cylander Medium , Refling Oxygen Cylander Small A Type , Refrigerant Compressor (Copeland Usa Maneurop ) , Refrigeratedwater Bath , Refrigerated Chillers With Cooling Tank System (2 Tr, Air Cooled Water Chiller) , Reseant Bottle 1000Ml Empty , Reseant Bottle 500Ml Empty , Resusciatation Set With Infant & Neonatal Mask , Retinoscope , Revolving Computer Chair , Revolving Stool 4 Leg , Ria Vail 12X75mm Pack Of 100 , Rib Belt Large(Mfg By - Precious Life Care),Each , Rib Belt Medium(Mfg By - Precious Life Care),Each , Rib Belt Small(Mfg By - Precious Life Care),Each , Rna Extraction Kit - Icmr Certified Kit(250 Test),Consumable , Rolled Bandage 7.5Cm Ͻ 5M , Rolled Bandaze 10 Cm X 5 Mtr. , Rolled Bandaze 15 Cm X 5 Mtr. , Rolled Bandaze 5 Cm X 5 Mtr. , Rolled Bandaze 7.5 Cm X 5 Mtr. , Room Coolersize-21X19X36Isi Mark 16 Fan & Pump With Gi Sheet Body , Room Heater Hot Air Blower 2 Kw , Rpr Rapid Card Test Kit (50 Test/Pkt) , Rpr Test Kit(100 Test),Kit , Rpr Test Kit(100 Test),Kit , Rubber Bands All Assorted Sizes , Ryles Tube (Pvc) Size : Adult16-18 ) , Ryles Tube (Pvc) Size : Children: 10-12 , Ryles Tube(Size 14 Each Piece),Consumable , S Direct Billirubin(1000 Ml),Consumable , Salt Testing Kit(As Per Attached Specification , Kit),Consumable , Sanitary Napkins ,Consumable , Scessior Stainless Steel 8: , Scessior Stainless Steel 9: , Schiotz Tonometer , Schirmer Strip For Ophthalmic Use , Scissor Dressing Str/Cur Ss 12.5 Cm , Scissor Dressing Str/Cur Ss 15 Cm , Scissor Dressing Str/Cur Ss 17.5 Cm , Scissor Mayo Str/Cur Ss 16 Cm , Scissor With Round Trap , Scissors Mayo Fine. Cvs 16.5 Cm/6.5” , Scissors Mayo Fine. Str 16.5 Cm/6.5” , Scissors Str + Cvd Size 10 Cm Cutical , Seenk Jhadoo (Standard Size) , Self Adhesive Drainable Stoma Bag For Colostomy & Illeostomyâ - Double Layered Self Adhesive With Flex Patern, Transparent Drainable Stoma Bag With Built In Filter And Velcro Outlet(Size 76 Mm),Consumable 1-Pc , Seman Diluting Fluid 100 Ml. , Semi Auto Analyzer Ce Certified Minimum 1 Year Free Service Warrenty Remi/Erba/ Ranbaxy , Sencer Senitizer , Senior Executive Chair Foam With Leather Standard Company , Senstivity Disk , Serological Water Bath With Digital Temprature Display Size 605X300x150mm , Serum Amylase(100 Ml),Consumable , Serum Creatinine (100 Ml Bottle (2 X 50 Ml))(Consumable),Consumable , Serum Electrolite Na+ K+ Kit Analizer(50 Test Per Kit),Consumable , Serum T3 Kit, Elisa(96 Test Kit Each),Consumable , Serum T4 Kit, Elisa(96 Test Kit Each),Consumable , Serum Tsh Kit, Elisa(96 / Pkt),Consumable , Sessior 8 Inch Steal , Sevoflurane 20Cc(Each),Consumable , Sgot Kit (Kinetic) 5X20ml 200 Test/Kit , Sgot(25 Ml),Consumable , Sgpt Kit Lyphozyme 5X20 Ml , Sgpt Test Kit Reagent , Sgpt(100 Ml (4 X 25)),Consumable , Shadowlessceiling Light: 28 Dome With Seven Reflector Each Fitted With A Halogen Bulbe And Spherical Filter Glass Ensuring Shadow Free Corrected And Cool Light With A High Intensity Of Illumination (Major Ligh Of 1,20,000 Lux And Satelite Of 75000 Lux , Shadowless Lamp Microsope , Shallis Hemoglobinometer , Sics Blade-Cresent(15 Degree),Consumable , Sics Blade-Sideport(Sideport Entry Knife),Consumable , Silent Disel Generator 15Kvax12kv Dg Set , Silent Disel Generator 20Kvax16kv Dg Set , Siliver Foil , Silk No 1 Cutting Needle 1X12(1X12),Consumable , Simcoe I/A Cannula,Direct,(Num),Consumable , Single Umbilical Catheter With Leur Lock(Fr-3 To Fr 3.5 , L-40 Cm),Consumable , Single Umbilical Catheter With Luer Lock Stopcock Fr-2, L-40 Cm , Single Umbilical Catheter With Luer Lock Stopcock Fr-3, L-40 Cm , Single Umbilical Catheter With Luer Lock Stopcock Fr-4, L-40 Cm , Single Umbilical Catheter With Luer Lock Stopcock Fr-5, L-40 Cm , Slide Box Plastic Cap 100 Slide , Slide Box Plastic Cap 50 Slide , Slide Box Wooden Cap 50 Slide , Slide Holder (Made For Metal) , Slide Rack (Metal) For 25 Slides , Slide Stain Horigontal Cap 50 Slide , Slide Stain Vertical Cap 50 Slide , Slides For Microscopes. (Sep.Glass Slides Plain Size = 76Mmx26mmx1.3Mm, Clean, Scratch Free With Smooth Edges, Uniform Refractive Index, Pack Of 50 , Slit Lamp With Stand , Snellens Vision Box Roted , Sodium Citrate 3.8% - 500 Ml , Sodium Hydroxide (Naoh) (Analar / Gr/Ar) (1X500 Gm = 500Gm),Consumable , Sodium Hypochlorite 5% Solution(5 Ltr),Solution , Sodium Hypochlorite Solution 100 Ml Bottle , Sodium Hypochlorite(0.03 5 Ltr),Solution , Sodium Metabisuiphite (Na2s2o3) (Analar (Gr/Ar) (1X500 Gm = 500Gm),Consumable [710044] , Sodium Nitroprusside (100 Gm),Consumable [710034] , Sodium Pottassium Pack Of 500Ml , Soft Board 3X4 With Cover , Soft Board 4X5 With Cover , Soft Roll 4” , Soft Roll 6” , Solar Home Light System With Structure (Mne) Specification 2 Noof Cfl Rating 12V 40 Ah 7W Battery Capacity , Solar Inverter 850 Kva. Double Bettery Syestem. , Solar Led Street Lightning System Along With Mounting Pole , Spaculam , Speaker Output4 Voicecoll) , Spectra Optia Platelet Kit, Model : 10400(Packing Size : 6 Kits),Consumable , Sphygmomaw Meter , Spinal (L.P.) Needle Disposable 24Gconsumable , Spinal (L.P.) Needle Disposable 26Gconsumable , Spinal Needle G-22 L-120 Mm*0.71/Piece , Spinal Needle G-23 With Metal Stylet. , Spinal Needle G-27 L-120 Mm*0.40/Piece , Spine Board (Should Be In Plastic Material At High Strength And Waterproof. It Should Be 4 Rules For The Quick And Total Fixing Of The Head Immobilizer And Two Cavities Waherthe Board Lays On The Floor.When The Base Is Blocked In The Traditional Way, That Allow A Avoid Damaes Of Rip-Off Straps During The Usage Of Accommodation In The Ambulance It Should Be Handles For The Transport, Supplied With 3 Belts With Rapit Unhooking Buckle Should Have Maximum Radio Transparemcy To Make Exams Without Compromise Patient Condition.) , Spoon , Spring Balance Capacity 15 Kgs (For Baby Weighing) , Sprit Lamp (Steel) , Sputum Cup With Caps Pack Of 100Ml , Spuum Containersep.(Cups Made Of Special Medical Grade Polypropylene, Thin Plastc, Transulucent, Diameter- 4Cm,Capacity-30Ml, Srewable Cap Should Also Be Made Of Special Medical Grade Polypropylene And Should Be Air Tight. Leak Proof. , Stain (1X25 Gm = 25 Gm),Consumable , Stainic Rack(Each),Consumable , Staining Kit Reticulin(100 Test),Consumable , Staining Rod Steel (60Cm) , Stainless Steel Wire 30G , Steam Stock System & Mositure Trap , Steel Troch With 3 Cell , Sterilant Cold Disinfectant For Dialysis Containing Peracetic Acid Hydrogen Peroxide Acetic Acid(5 Ltr Can),Consumable , Sterilant Hot Disinfectant For Dialysis Containing 21% (Approx) Citric Acid, Malic Acid, Lactic Acid(5 Ltr Can),Consumable , Sterile Hypodermic Syring With Needle 20 Ml , Sterile Hypodermic Syring With Needle(5 Ml),Syrings , Sterile Hypodermic Syring With Needle, Mfg By Ph Health Care Pvt Ltd(10Ml),Consumable , Sterlium 500 Ml , Sterlizer Electrically Operated (Size 10X5X3) Isi Marked , Sterlizer Electrically Operated (Size 12X6X4) Isi Marked , Sterlizer Electrically Operated (Size 8X5X3) Isi Marked , Sterlizer Electrically Operated With Automatic Cut Off Ss 12X6X4 , Sterlizer Electrically Operated With Automatic Cut Off Ss 20X6X4 , Stethescope Super Quality , Stethoscope Litman Type , Stop Wathc Digital , Strecher Folding , Stretcher Trolley 4 Wheel 79X24X30 Without Handle , Stretcher Trolley 6 Wheel 79X24X30 Without Handle , Strip For Albumin Urine And Suger , Strip For Malaria Antigen, P Vivex, P Falciparum (50 Tests) , Suction Machine Portable , Suction Catheter Assorted 10 No/Each , Suction Catheter Assorted 9 No/Each , Suction Catheter, Sterile(Size Fg 20 (Disposable, Sterile Each)),Consumable , Suction Catheter, Sterile(Size Fg 22 (Disposable, Sterile Each)),Consumable , Suction Catheter, Sterile(Size Fg 6 (Disposable, Sterile Each)),Consumable , Suction Derice Apparatus , Sugar Albumin Strip , Sulfolyser For 5-Part Hematology Analyser All Model (Pack Size 5000 Ml),Consumable , Sulfur Powder , Sulphosalicylic Acid 3% W/V Pack Of 500Ml , Sulphuric Acid ( H2so4, Molecular Wt.98.08, Minimum Assay: 98% Colour: Clear , Sumag( ),Cream , Surface And Fogging Disinfectant Stabilised H202,10-11%W/V With Diluted Silver Nitrate Sol. 0.01%W/V(5 Litre Can),Each , Surface And Fogging Disinfectant Stabilised H202,10-11%W/V With Diluted Silver Nitrate Sol. 0.01%W/V(5 Litre Can),Each , Surface Disinfectant 10 Minute Aldehyde Free Disinfectant Containing Potassium Mono Per Sulphate Powder((5Kg Packet)),Powder , Surface Disinfectant 10 Minute Aldehyde Free Disinfectant Containing Potassium Mono Per Sulphate Powder((5Kg Packet)),Powder , Surgical Blade Isi Marked, Size 11(100 Per Packet),Surgical Material , Surgical Blade Isi Marked, Size 15(100/Pkt),Surgical Material , Surgical Blade Isi Marked, Size 22(100/Pkt),Surgical Material , Surgical Blade Isi Marked, Size 23(100/Pkt),Surgical Material , Surgical Blade Isi Marked, Size 24(100/Pkt),Surgical Material , Surgical Spirit(100Ml),99.9 %Bottle , Surgical Spirit(100Ml),Bottle , Surgical Spirit(450 Ml 99.5 %,Consumable , Surical Alumenium Waking Stick , Suter(8/0 (01 Box)),Consumable Pack Of 12 Foils , Suture Needle , Suture Needles Curved 1/2 Circle Round Bodyassorted Size 11-15 , Suture Needles Curved 1/2 Circle Round Bodyassorted Size 1-5 , Suture Needles Curved 1/2 Circle Round Bodyassorted Size 16-20 , Synthetic Absorbable Suture 1 With 1/2 Circle Taper Cut Needle (H) Size :1 40Mm Length 90Cm Polyglycolic Acid (Pga) (12 Foils Per Pkt) , Synthetic Absorbable Suture 2/0 With 1/2 Cir Rb Needle Size:2/0 30Mm Length 90Cm-Polyglycolic Acid (Pga) 12 Foils / Pkt , Synthetic Absorbable Suture 2/0 With 1/2 Cir Rb Needle Size:2/0 40Mm Length 90Cm-Polyglycolic Acid (Pga) Pack Of 12 Foils , Synthetic Absorbable Suture 3/0 With 1/2 Cir Cutting Needle Size:3/0 36Mm Length 70Cm -Polyglycolic Acid(Pga) 12 Foils / Pkt , Synthetic Absorbable Suture 3/0 With 1/2 Cir Rb Needle Size:3/0 20Mm Length 70Cm-Polyglycolic Acid (Pga) Pack Of 12 Pc , Synthetic Absorbable Suture 3/0 With 1/2 Cir Rb Needle Size:3/0,40Mm Length 90Cm-Polyglycolic Acid (Pga) Pack Of 12 Pc , Syring Needle Distroyer Electric Standard Company , Syring Needle Distroyer Menualstandard Company , System For Delivering Saturated Atomized Steam For Decontamination Of Surfaces , Tasla Iron Standard Size , Test Tube 12 X 100 (Medicm Size) 100/Pkt , Test Tube 12 X 75 (Small Size) 100/Pkt(12 X 75 (Small Size) 100/Pkt),Tube , Test Tube 15X125 [987819] , Test Tube Medium (12X100) 100Eack/Pkt(Each),Consumable , Thema Col Box (25Cmx21cm) , Thematic Apperception Test With Cards And Manual , Therma Coal Box(Size 9X6x6) , Thermometer Guaze With Automatic Display , Thermometer Manually For Fever Tamprature , Three Layer Surgical Mask Pack Of 100Pc , Thrombin Time Kit(10X3 Ml),Consumable , Thyroxine(T3),Pack Of 96Test , Thyroxine(T4),Pack Of 96Test , Thread Real For Suture Cotton , Tips For Auto Pippetes 10 To 100 Micro Litres , Tissue Paper Roll(Each),Consumable , Tissue Roll Paper (13Cm) , Tmt Graph Paper A4 Size, 100 Piece/Pkt , Toilet Brush Super Quality , Tooke Corneal Knife(Num),Consumable , Torch 3Cell Steel Body , Torch With Cells , Torch With Three Cell Isi Market Medium , Torch With Two Cell Isi Market Medium , Total Protein (100 Ml),Consumable , Total Protein Lysozyme 1X50 Ml , Total Protein Test Kit(100 Ml Bottle),Consumable , Tourniquet With Belt(Mfg By Precious Life Care Pvt Ltd)(Good Quality Pairs),Consumable , Towel Mayo Forcep Size 8 To 15 , Triglycerides (Enz.End Point) Liquisat) Pack Of 10X10ml , Trolley For Patient Ss , Tsh (Elisa) Pack Of 96Test , Tube Sealer Electric , Tuberculin Syringe , Two Step Slit Lamp , Typhoid Test Card Single Test For Widdal , Tyvek Suit Kit - 1 Pcs Full Body Cover, 1 Pcs 3Layer Mask, 1Pcs Gloves, 1 Pair Shoe Cover, 1 Pair Of Goggles(60 Gsm Non Wooven Fabric),Consumable , Uero Bag 2Letrs Capacity , Umbical Cord Clamps- Plastic Material (Box Of 100 Clamps) Consumable , Urea (Liqustat) Pack Of 10X10ml , Uric Acid (End Point) Pack Of 10X10ml , Urinary Drainage Bag (Paediatric)(100 Ml / Pc, Each),Consumable , Urinary Drainage Bag 2 Litre Cap With Non Return Valve (Eo Sterile) , Urinary Drainage Bag Cap With Non Return Valve (Eo Sterile)(2 Litre, Each),Consumabl , Urine Caontainer Sterile 30Ml Pack Of 100 , Urine Container 5Ml Disposable (50 Per Pkt) , Urine Container Size Of The Container Shall Be 30Ml Disposable (50 Per Pkt),Consumable , Uristic For Albumin/Suger Urine Pack Of 100 Strips , Urosticks(50/Pkt),Consumable , Utility Gloves , V.P Shunt Medium Pressure (Venticular Peritonial Shunt, (Venticular Catheter 15Cm Length, 1 Distilled Catheter 75 L, Struit Stylet)(Each),Consumable , V.P.Shunt(Low Pressur),Consumable , V.P.Shunt(Medium Pressur),Consumable , Vaginal Speculam Sims , Vaginal Speculam Ss Cusco Large , Vaginal Speculam Ss Cusco Medium , Vaginal Speculam Ss Cusco Small , Vaseline White/Yellow(1/2 Kg),Consumable , Vdrl (Rpr) 1X100 Sd Strip For Syphlis , Vdrl Kit (Strip) 50 Test/Kit),Consumabl , Ventilator Neoatal & Pediatric - Volume Cycle Ventilator, Microprocessor Based Assisted Controled Short Term For Prolonged Ventilation Can Be Provide, Volume Delivery 20 Ml To 2000 Ml Cmv, Simv, Asb, Peep, Cpap Modes Easy To Handle And Operational, Electrically Operated, Air Compresson Should Be Provided Along With The Ventilator Miounted On Same Trolley, Nebulizer & Humidifier Both Adult And Pediatric, Ups System And/ Or Battary Backup For Compressor And Ventilator, Adult, Pediatric And Neonatal Breating Cicuits (Each) Alarms Display Facillity, Fio2 Dispaly Digital Display- All Set Parameter Should Be Display Automatically , Vineland Adaptive Behavior Scale (Indian Adaption) With Manual , Viscoelastic Material - Made By Reputed Company Guaranted Eto Sterlized, Prefilled Glass Syring 2Ml , Viscoelastic Material - Made By Reputed Company Guaranted Eto Sterlized, Prefilled Glass Syring 3Ml , Viscoelastic Material - Made By Reputed Company Guaranted Eto Sterlized, Prefilled Glass Syring 5Ml , Viscoelastic Material - Made By Reputed Company Guaranted Eto Sterlized, Prefilled Heavy Dencity 10000 Glass Syring 2Ml , Viscoelastic Material - Made By Reputed Company Guaranted Eto Sterlized, Prefilled Heavy Dencity 10000 Glass Syring 3Ml , Viscoelastic Material - Made By Reputed Company Guaranted Eto Sterlized, Prefilled Heavy Dencity 10000 Glass Syring 5Ml , Visiter Chair Three Seater Mettalic With Handle (Ss) , Vtm - Hi - Media With 2 Swab : (For Swine Flu) Vtm Standard Kit(3Ml Vial With 2 Regular Swabs) , W/V Available Iodine In A Non-Oxynol With Solubleiodine Suractant Base With Sodium Iodide(Less Than 1% W/V And Surfactant Less Than 5% W/V500 Ml), Consumable , Wall Fan -18 Complete & Instaltion Charge (Standardisi/Iso Reputed Company) , Wall Thermometer , Warm Bag , Warm Sleeping Bag For Neonates , Wash Bottel Plastic 500Ml , Washing Machine Have Appliance 7Kg , Waste Matarial Drum Swing Model 30 Ltr. , Waste Matarial Drum Swing Model 60 Ltr. , Water Bath Rectangular Thermostatic (Double Walled)- Spec.In Is A Double Bath With Inner Chamber Made Of Stainless Steel And Outer Wall Made Of M.S Duly Powder Coated Paint.The Gap Beteween Outer And Inner Wall Is Filled With Special Glass Wool Insulation.The Conecntric Ring Can Be Removed To Accommodate Containers Of Various Sizes. Temperature From Ambient To 100 Digree+1Digree C Is Controlled By Improted Thermostant. 355X405x100mm (12 Holes Of 75Mm Dia) 14 Ltrs., Urnie Analyzer ;-Long Life Light Illminator Measuring System With 4 Wavelenght Improves The Sensitivity Accuracy And Precision Of The Result . Use Can Edit Sample Id/Patient Name . Automatically Detects The Test Strip. Can Be Connected With Exeternal Barcode Reader&Urine Sediment Analyzer. Sutable Strip Uts-8,10,11,&11 Ma , Water Cooler 150X150ltr Isi Market , Water Cooler 20X40 Ltr Isi Market , Water Cooler 40X80 Ltr Isi Marked , Water Cooler 60X120ltr Isi Marked , Water Cooler With Dispenser (20 Litre) Isi Mark , Wbc Dialuation Fluid(Mfg- Precious Life Care Pvt Ltd)(500 Ml Bottle),Consumable , Wbc Diluting Fluid 500Ml , Wbc Pipet , Weghing Machine , Weighing Machine (1Gm To100gm) , Weighing Machine Pediatrics , Weight3.00Kg , Wheel Chair With Hand, Foot And Neck Rest Ss, , Whitacre - Pencil Point Spinal Needle 25 G With Introducer , White Petrollium Jelly 1Kg , White Petrollium Jelly 20 Kg , Widal 4X5 Ml [987811] , Widal Slide Test(4X5m1 With Control),Consumab , Widdal 2X2 Tube Test Kit For Typhoid , Widdle Reapid Test Cardsingle Test , Widdle Reapid Test Card Antigen Pack Of 50Ml , Wiper Medium Size , Wiper Standard Size , Wooden Stick/Broom Stick (8Inches) , X-Rayfilm (Dihl),Consumable 8 Inchx 10 Inch , X-Ray Cassets With Screen Size 10X12 , X-Ray Cassets With Screen Size 12X15 , X-Ray Cassets With Screen Size 8X10 , X-Ray Cassets(6.5X8.5),Consumable , X-Ray Cassets(8X10),Consumable , X-Ray Chest Stand , X-Ray Developer Powder (13.5 Liter),Consumable , X-Ray Film 10 X 12 50 Sheets/Pack , X-Ray Film 10X12(50 Sheet/Pack),Consumable , X-Ray Film 12 X 12 50 Sheets/Pack , X-Ray Film 12 X 15 50 Sheets/Pack , X-Ray Film 12X15(50 Sheet/Pack),Consumable , X-Ray Film 14 X 14 50 Sheets/Pack , X-Ray Film 14 X 17 50 Sheets/Pack , X-Ray Film 6.5 X 8.5 50 Sheets/Pack , X-Ray Film 8 X 10 50 Sheets/Pack , X-Ray Film 8X10(50 Sheet/Pack),Consumable , X-Ray Film Digital 11X14 , X-Ray Film Digital 14X17 , X-Ray Film Digital 8X10 , X-Ray Film Fixer(Powder To Make 13.5 Liters-Pkt),Consumable , X-Ray Film Fixer(Powder To Make 9 Liters-Pkt),Consumable , X-Ray Film-Polyster Based Imaging Film 35.6Cmx43.2Cm (14X17)(Size-50 Sheet In One Packet),Consumable , X-Ray Fixer 13.5 Lit , X-Ray Fixer 22.5 Lit , X-Ray Flimpack Of 1X50 Size 10 Inchx 12 Inch(Dihl),Consumable , X-Ray Flimpack Of 1X50 Size 14 Inchx 17 Inch(Dihl),Consumable , X-Ray Grid 12X15 , X-Ray Grid 8X10 , X-Ray Half File Glomer 6X15 , X-Ray Half File Glomer 6X17 , X-Ray Hanger Size 10X12 , X-Ray Hanger Size 12X15 , X-Ray Hanger Size 6.5X8.5 , X-Ray Hanger Size 8X10 , X-Ray Hangers(10X12),Consumable , X-Ray Hangers(12X15),Consumable , X-Ray Hangers(6.5X8.5),Consumable , X-Ray Hangers(8X10),Consumable , X-Ray Lead Number (A To Z & 0 To 9) , X-Ray Led Aprin Standard Size , X-Ray Led Gloves , X-Ray Steel Ka Tank 13.5 Lit. , X-Ray Steel Ka Tank 19 Lit. , X-Ray Table For Patient Examine , X-Ray View Box Double , X-Ray View Box Single , X-Ray View Box With Auto Sensor (Four Film) , X-Ray View Box With Auto Sensor (One Film) , X-Ray Film-Polyster Based Imaging Film 30.5Cmx30.5Cm (12X12)(Size-50 Sheet In One Packet),Consumable , X-Ray Film-Polyster Based Imaging Film 35.6Cmx35.6Cm (14X14)(Size-50 Sheet In One Packet),Consumable , 2Tu Ppd Vial 5Ml , Xylene (Sulphur Free)(1 X 2.5 Lit),Consumable , Zipper Ploy Bag 4X4 , Zipper Ploy Bag 4X6 , Zipper Ploy Bag 9X6 , Zipper Poly Bag (Size 5”X3”) , Zipper Poly Bag (Size 6”X5”) , Zipper Polybag 10X8’’ , Zipper Polybag 8’X6’ , Poly Bag Black 16X18’’ , Air Conditioner Window 1.5 Ton 3 Star , Air Conditioner Window 2 Ton 3 Star , Air Conditioner 1 Ton Split 3 Star , Air Conditioner 1.5 Ton Split 3 Star , Air Conditioner 2 Ton Split 3 Star , Stabilizer For Ac , Office Almirah , Laser Printer , Laser Printer All In One , Inkjet Printer , Desktop I3 Windows 11 , Desktop I5 Windows 11 , Public Place Seater Bench Ss Without Backrest , Ultrasound Unit (1 Mhz) For Physiotherapy , Foot Drop Splint , Cock Up Splint , Finger Splint , Tens Machine , Display Board With Glass , Laptop I5 Window 11 , Shoulder Wheel , Finger Exerciser Web , Shoulder Pully T-Type , Spiro Meter With Disposal Mouth Piece , Lower And Upper Extremity Static Cycle , Iron Rack , Industrial Rack , Exicutive Revolving Chair , Zip Lock Polythene Pp Pouche 12 To 19 Inch , Zip Lock Polythene Pp Pouche 6 To 9 Inch , Straight Plastic Brush , Centrifuge Tube 50Ml , Card Bord Box Small , Laminar Air Flow , Filter Paper , Biohazard Polythene Bag , Three Seater Chair , Cupboard (Closed Rack) , Water Cooler 60Ltr , 8.0 Silk Suture , Dispovan Syringes 10Ml , Dispovan Syringes 05 Ml , Blood Transfusion Set , Iol Non Foldable Lenses , Black Gogles , Micropore Paper Tape 4 Inch , Micropore Paper Tape 1 Inch , Cotton Bundles , Sterile Pad , K Wires 1 1.5, 2, 2.5 Mm , Hand Drill , Hydrolic Ot Table , English Plier , Bone Holding Forcep For Radius Ulna Bone , Bone Holding Forcep For Humerus Bone , Bone Holding Forcep For Femur Bone , Tbw Ss Wires No. 18, 20,22 No. , Patella Holding Forcep Large , Patella Holding Forcep Small , Plate Holding Forcep Small , Plate Holding Forcep Medium , Plate Holding Forcep Large , K-Wire Cutter Medium , K-Wire Bender Steel , T Handle & Ss Chuck Small , T Handle & Ss Chuck Large , Wire Passser Small , Retractor Right Angle Medium , Retractor Right Angle Small , Retractor Right Angle Large , Bone Spikes Small , Bone Spikes Medium , Hohmann Retractor , Bone Cutter Small , Lenz Bone Holding Forcep , Towel Clips Small , Towel Clips Medium , Steel Drill Bits 2.7Mm 3.2Mm 3.5 Mm Steel , Screw Driver For 3.5 Mm Screws , Canullated Drill Bit For4mm Screws , Canullated Tap For4mm Screws , Steel Hammer Heavy , Bone Punch , Currete Straight , Currete Curved , Osteotome Small , Osteome Medium , Osteotome Large , Bone Gauze Small , Bone Gauze Medium , Bone Gauze Large , Electric Drill Set Man Man , Canulated Reamers For Femur , Hooks For K Nail Retractor , Reamers For Radius Ulna Nailing , Extractor For Radius Ulna Nailing , Drill Sleev For 2.7 & 3.2 Mm Drill Bits , Hoilow Mill , Zigli Saw , Eletric Torniquet , Pneumatic Tourniquet , Radient Warmer , Ambu Bag Pediatric , Suction Machine Foot Oprated , Suction Machine Electric , Thermameter , Hub Cutter , Oxygen Tube , Oxygen Hood , Oxygen Mask , Stethpscope , Laringoscope , Laringoscope Blade 0 No , Laringoscope Blade 1 No , Tourch , Infentometer , Measuring Tape , Diamond Marker , Tissue Roll , Marker Pen Red Black , Auramine -O , Hydrochloride Acid , Broom Stick , Zipper Polythene , Measuring Cylinder 1000Ml , Measuring Cylinder 500Ml , Methnol , Apron Coton , Bio Hazard Lables , Amber Coloured Bottle 250Ml , Brown Tape , Slide Box For 100 Slide , Beaker 500Ml , Glass Ware For Stain Preparation Meassuring Cylinder-Graduated 100Ml , Glass Ware Round Flate Bottom Flask-1 Lit , Stainless Steel Scissors , Water Bath Digital , Hand Wash 1000Ml , Laminar Air Flow , Towel , Rack Steel , Lens Paper , Ppd Vial 2 Tu , Ppd Vial 5 Tu , Distilled Water , Spirit Lamp Steel , Phenyl 40% , Tri Sodium Citrate , Di Sodium Hydrogen Phosphate , Potassium Di Hydrogen Phosphate , N-Acetyl L-Cystein , Glass Slide , Cryo- Vial Sterilr With Cap 1.5Ml , Tips 200 ?L Sterile With Box , Tips 1000?L Sterile With Box , Tips 1250?L Sterile With Box Long 1Ml , Bags For Waste Bin Black 30L , Bags For Waste Bin Red 30L , Bags For Waste Bin Blue 30L , Disposable Laboratory Coat Large White Colour , Disposable Laboratory Coat Medium White Colour , Disposable Laboratory Coat Large Blue Colour , Disposable Laboratory Coat Medium Blue Colour , Storage Box With Lid For 0.2 Ml Pcr Tube , Steel Rack For 50 Ml Conical Tube , Plastic Rack For 50 Ml Conical Tube 24 Position , Sodium Hypochloride , Pasteur Pipette Individually Packed Sterile 3Ml , 50 Ml Pptubes For Centrifuge , Pcr Tube 0.2 Ml , Falcon Tube Stand , Refrigrator 322 Liter , Ups Double Battery , Ceiling Fen , Delivery Table , Labour Table Mettres , Almirah , R O Machine , Auto Clave Drum Large , Auto Clave Drum Medium , Auto Clave Drum Small , Kidney Tray , Dental Chair , Uv Chamber , Ultrasonic Scale , Compressor For Dental Chair , Glass Bed Sterilize , Aerotor , Xtracton Forcip Set , Elevator Set , Diagnostic Instrument Set For Dental , Glass Slab , Restrotiv Instrument Set , Enoo Motor , Rbg Size 2 Digital Infra Oral Xray Sensor With Desktop , Aerotor Burs , Artery Forcip , Episiopomy Ceizer , Bowl , Thumb Forcip , Delivery Tray , Office Table , Plane Seizer , Stich Cutter , Needle Holder , Spung Holder , Chittle Forcip , Cord Cutting Seizer , Tooth Forcip , Non Tooth Forcip , Knife Holder , Bp Insturment Digital , Cidex Tray , Mezenba Seizer , Ot Fogging Machine , Weight Machine Adult , Office Chair , Nebulizer , Foot Step , Plastic Chair , Invertor With Battery , Rivolving Chair , Patient Stool , Drug Cart , Stadiometer , Examination Table , Fetal Dopler , Thermometer , Flying Catcher , Autoscope , Bio Waste Bucket , Digital Wall Clock , Equipment Tray , Fire Extinguisher , Three Buckt Trolly , Crash Card Trolly , Delivery Set , Epigiotomy Set , Mtp Medicine Set , Multipera Monitor 5 Pera , Ot Table , Ot Table Hydrolic , Ot Light Celing , Spot Light , Hb Meter , Exhaust Fen , Suction Machine Electric , Finger Print Scaner Machine , Plastic Tub , R O Machine 60 Liter , R O Machine 80Liter , Kmc Chair , Electric Water Geyser 10 Ltr.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 5
Madhya Pradesh View Result →
17.
Educational and Research Institute #10348252 Price Bid
Raising Height Of Toe Wall And Installation Of Crash Barriers Raising Height Of Toe Wall And Installation Of Crash Barrier In Central University Of Jammu.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
18.
Housing Urban and Rular Development #10311596 Price Bid
Supply, Installation, Testing And Commissioning Of Security Equipments And Baggage Handling System Works At Passenger Terminal Building, Near Coast Guard Air Station, Daman. (3Rd Call) -Civil works others 2 Providing and supplying Baggage Handling System: Departure System*Double Check-In Conveyor (Scale & Induction Conveyor)Belt Width: 650 mm, Length: 1200+1200 mm, Finish: Stainless Steel Trims. 2. *Tipping Device-Tippler Bar/Cone (8 Nos.)3.*Collector Conveyor-Belt Width: 1000 mm, Length: 10,970 mm,Finish: Stainless Steel Trims (01 No.)4.*Collector Conveyor-Belt Width: 1000 mm, Length: 11,920 mm, Finish: Stainless Steel Trims (01 no.)5.*Power Curve- Belt Width: 1000 mm, Finish: Stainless Steel Trims (01 no.)6.*General Transport Conveyor-Belt Width: 1000 mm, Length: 2200 mm, Finish: MS Powder Coated (01 no.)70. * Gravity Roller Deck-Belt Width: 1000 mm, Length: 2000 mm,Finish: MS Powder Coated Side Panels,Galvanized rollers (01no.)8.*Fire Shutter Door- Opening Width: To match Conveyor, Opening, Height: Minimum 900 mm, Finish: MS Powder Coated (01 no)9.*Draught Curtain-Width: 1400 mm, Height: 1200 mm, Strip: 2mm thick PVC, Strip Covering: Stainless Steel (1 no.)10.*MCP Panel- PLC: Rockwell/Omron/Delta, HMI: Delta/Exor, Other Items as required: Reputed make (01 lot)11.*Control Stations- As required, Make: Schneider/Reputed (1 lot)12.*Electrical Field Items- Includes Sensors & Reflectors, Isolators, Beacon & Sounder, etc., Make: Reputed (1 lot)13.*Cables & Accessories-As required, Make: Reputed (1 lot)14.*Software-As required (1 job)15.*SCADA System- Software Make: Exor/Reputed, Hardware Make: HP/Dell/Reputed(1 job) 3 Providing and supplying Baggage Handling System: Arrival System *Flat Overlapped Carousel- Slat Width: 1000 mm, Length: 37.1 m, Finish: Stainless Steel Trims, Slat: 6 mm thick rubber slat (1 no.) *Fire Shutter Door-Opening Width: To match Conveyor, Opening Height: Minimum 900 mm, Finish: MS Powder Coated (2 no) *Draught Curtain- Width: 1400 mm, Height: 1200 mm, Strip: 2 mm thick PVC, Strip Covering: Stainless Steel (2 no) * MCP Panel-PLC: Rockwell/Omron/Delta, HMI: Exor/Reputed, VFD: ABB/Reputed, Other Items as required: Reputed make (1 lot) *Control Stations- As required, Make: Schneider/Reputed (1 lot) *Electrical Field Items- Includes Sensors & Reflectors, Isolators, Beacon & Sounder, etc., Make: Reputed (1 lot) *Cables & Accessories-As required, Make: LAPP/Polycab/Finolex (1 lot) *Cables & Accessories-As required, Make: LAPP/Polycab/Finolex (1 lot) *Cable Tray &Accessories- As required, Make: Reputed (1 lot) *Software-As required (1 job) 4 Installation, Testing and Commissioning for both Departure and Arrival Baggage Handling System. 5 Under VehicleScanning System (UVSS):Providing, Supplying, installation, Commisioning and testing ofUnder VehicleScanning System, to enable inspection ofany vehicle’sunderside through a static composite image of the vehicle, as per the details given below:- TheUVSSmust be of Indianorigin,withregards toitsdesign, development,&manufacturingandtheoriginalequipment manufacturer (OEM) should preferablybe an Indian, ISO-9001 certified company. The quoted OEM’sUVSS brandshould have at leastfifty (100) ormoresuchreferences anywherewithinIndia.A listofsuch references must be furnished. The UVSS should produce multiple angular view ofhigh resolution 3D COLOR imagesofthe complete under-bodyofany vehicle passing over it using dual Area-scan camera based technology.The UVSS shouldbecapableofhandling vehicles moving at different speeds ranging from Zero (0) to 30 Km/hr, while the morphed composite imagessocapturedbyitshouldbeautomaticallyanddynamically adjusted according to the speed ofthe vehicle using multiple induction loop based sensors.Each ofthe dual imaging cameras should be ofhigh resolution Area- scan,GigE type with XGAresolution of(1920 x1200) or above. The minimum specification of this camera to be:- i. Camera Type : Gigabit Ethernet progressive camera. ii. Sensor : CMOS XGA resolution (1920 x 1200) or better. iii. Field of View: > 135. iv. Format : GiGE Vision compliant specifications. v. Composite Image resolution of the underside : 4 megapixel. vi. Camera certification : CE vii. Camera casing ingress protection rating : IP 67 or better, duly certified by NABL accredited lab. TheUVSS shouldbecapable of producing aclearandundistorted images ofthe vehicle underside, even when a vehicle completely stops / halts over the scanning unit, i.e it must be able to produce seamless and perfect composite images ofthe underside irrespective ofstoppage or non-uniform motion of the vehicle over the scanner. TheUVSS shouldnotuseeither adigitalLine-Scancamerabased technology orany typeof analogcamerastoform composite image without any distortions or Fish-eye” effect. The UVSS shouldproducea fully scannedpre-processedready to use 3D footprint model of the vehicles undercarriage.The UVSS should producevideos ofsuspicious objects that are hard to see via single view scanning systems, including visual access to cavities and niches, areas around suspensions, below the engine areas, side wall of fuel tanks & exhaust pipes etc...... 6 K4 Bollards:Providing and supplying of K4 Bollards of Crash Rated (K4) Electro Hydraulic bollard suitable to work on 415V(3-Phase) 50Hz AC supply consisting of internal hydraulic power unit, Each bollard is individually physical tested and K4 certified by accordance certification of BSI PAS 68:2013 & IWA 14-1:2013,Bollard is made of High Tensile Carbon Steel Grade B(ASTM A1006)with sheet nominal thickness of 16-18 mm and having a diameter of 275mm mounted at a minimum height of 1000mm above ground, Rising time - 6 Sec & Lowering in 4 Sec., Impact Resistance 715000 Joule, Operating Temperature -15° C to +60° C, Protection Level IP 67, MCBF -5 Million.(Including Push Button & Remote Control.) Set of 6 Bollards. 7 Installing, Testing and Commissioning of K4 Bollards of Crash Rated (K4) Electro Hydraulic bollard. 8 Boom Barrier with Accessories:Providing and supplying of AUTOMATIC ELECTRO-MECHANICAL BOOM BARRIER, 24VDC BRUSHLESS MOTOR, WITH 6 MTR BOOM WITH RUBBER PROTECTION, REVERSE ON CONTACT, OPENING/CLOSING TIME 1.8SEC TO 6SEC, 100% DUTY CYCLE (CE / IP 65)Boom Length 3.5 MtrBoom Length 6.0 Mtr 9 Installing, Testing and Commissioning of AUTOMATIC ELECTRO-MECHANICAL BOOM BARRIER. Boom Length 3.5 Mtr, Boom Length 6.0 Mtr. 10 Tyre Killer:Providing and supplying of Automatic Tyre Killer with required accessories 6.0 mtr length, dia of 25mm, height of 150 mm, width 500mm, spacing between spikes of 100mm with Required Accessories. 11 Tyre Killer:Providing and supplying of Automatic Tyre Killer with required accessories 3.75 mtr length,dia of 25mm, height of 150 mm, width 500mm, spacing between spikes of 100mm with Required Accessories complete. 12 Installing, Testing and Commissioning of Automatic Tyre Killer with required accessories 6.0 mtr length. 13 Providing, Supplying, installation, Commisioning and testing of X-Ray Baggage Inspection SystemAccessories Included:1. Input and Output Rollers 500mm Each Side2. 3KVA Voltage Stabilizer and 3KVA UPS With 30mts Backup3. CTP and Lockable Control Desk 14 Providing, Supplying, installation, Commisioning and testing of X-Ray Baggage Inspection SystemAccessories Included:1. Input and Output Rollers 1000mm Each Side2. 3KVA Voltage Stabilizer and 3KVA UPS With 30mts Backup 3.CTP and Lockable Control Desk 15 Providing, Supplying, installation, Commisioning and testing of Door Frame Metal Detector With Battery & Traffic Light NIJ Standard 0601.02 16 Providing, Supplying, installation, Commisioning and testing of Hand Held Metal Detector. 17 Providing, Supplying, installation, Commisioning and testing of Explosive Trace Detector.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Daman And Diu View Result →
19.
Road Transport and Highways #10283422 Price Bid
Tender For Short Term Maintenance Work From Ch. 142.000 To 145.100 On Nh-09 (Old Nh-125) In The State Of Uttarakhand; 1 Road Maintenance 2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means) 3 Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) 4 Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. 5 Road Property Maintenance 6 Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) 7 Retro- reflectorised Traffic signs -Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick Aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending onthe size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 6760 cm equilateral triangle 8 Retro- reflectorised Traffic signs -Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick Aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 80 cm x 60 cm rectangular Sign Board 9 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) 10 Type - A, W : Metal Beam Crash Barrier Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) 11 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocksincluding all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction 12 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( P.C.C grade M 10) Nominal mix 1:3:6 13 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) 14 Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 15 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) (For height upto 5 m) 16 Construction of K.C. type drain in M-20 grade cement concretebase slab 60 cm wide, vertical wall 40 cm wide and 15 cm thick cement concrete in proportion 1:3:6as per Drawing including supply of all material, labour, T&P etc. required for proper completion of the work. 17 Contruction of Hill side U drain in CCM-20 and covered by M.S. Frame as per detail drawing including supply of all material, labour, T &P etc. required for proper completion of the work. 18 Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) Mechanical Means 19 Pavement Patch Repairs 20 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) 21 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 22 Providing and applying tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm . 23 Dense Graded Bituminous Macadam-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects) 24 Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm 25 Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) 26 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) 27 Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. 28 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Uttarakhand View Result →
20.
Public Administrative Department #10176244 Price Bid
Tender For Painting Of Crash Barriers Divider Kerb Stone And Installation Of Cat Eyes On Wardha Road To Rahate T Point To Redission Blue To Nagpur Airport To Lemeidian.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
21.
Road Transport and Highways #10161254 Price Bid
Rectification Of Hotspot By Installation Of Ms View Barrier On Existing Rcc Crash Barrier Of Porur Bridge And Madhavaram Grade Separator On Chennai Bypass In The State Of Tamil Nadu.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Tamil Nadu View Result →
22.
Housing Urban and Rular Development #10155988 Price Bid
Supplying And Installation Of W-Metal Beam Crash Barrier At Various Locations In Dharamshala
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 15
Himachal Pradesh View Result →
23.
Water Resources and Irrigation #10129643 Price Bid
Annual Repair And Maintenance Of Bunds And Drains.And Installation Of Metal Beam Crash Barrier And Display Board On Left Side Of Abandoned Portion Of Bawana Escape From Rd 0M Outfall Point To Rd 1725M Of Drain No.6.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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24.
Water Resources and Irrigation #10129609 Price Bid
Annual Repair And Maintenance Of Bunds And Drains. Installation Of Metal Beam Crash Barrier And Display Board On Left Side Of Abandoned Portion Of Bawana Escape From Rd 1725M Of Drain No.6 To Hiranki Police Check Post.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Delhi View Result →
25.
Water Resources and Irrigation #10129596 Price Bid
Annual Repair And Maintenance Of Bunds And Drains. Installation Of Display Board At Various Locations Of Drain No.6 And Metal Beam Crash Barrier On Left Bank From Rd 1725M To Rd 5000M Of Drain No.6.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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26.
Road Transport and Highways #10091495 Price Bid
Emergency Installation Of Metal Beam Crash Barrier Between Km. 163.750 To Km. 124.015 ( Length 1050 M ) On Netrang-Dediapada-Sagbara Section Of Nh-753B In The State Of Gujarat
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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27.
Housing Urban and Rular Development #10048982 Price Bid
Improment Of Vulnerable Spots On Nandalghat Plasho Road Km.0/00 To 0/700 Construction Of Retaining Wall At Rd.0/614 To 0/624 And Installation Of Crash Barrier At Rd.0/614 To 0/640
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Himachal Pradesh View Result →
28.
Road Transport and Highways #10041953 Technical Bid
Tender For 1)Proposed Construction And Five Year Maintenance Of High Level Bridge At Ch 4/460 Across Local Stream On Vaduj To Dalmodi Road Tal. Khatav Dist. Satara Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201. As Directed By Engineer In Charge. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. Cement Concrete.As Directed By Engineer In Charge. , Removing All Types Of Hume Pipes And Stacking Within A Lead Of 1000 M Including Earthwork And Dismantling Of Masonry Works As Per Technical Specification Clause 202. Above 600 Mm To 900 Mm Dia Hume Pipe. As Directed By Engineer In Charge. , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting With Vibratory Roller To Meet Requirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5.For Lead Upto 250 M.As Directed By Engineer In Charge. , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting With Vibratory Roller To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1.As Directed By Engineer In Charge. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Wheel Roller To Achieve The Desired Density, Complete As Per Technical Specification Clause 401.For Grading Ii Material.As Directed By Engineer In Charge. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screening/Binding Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405.By Mechanical Means.As Directed By Engineer In Charge. , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405.By Mechanical Means.As Directed By Engineer In Charge. , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely Washed Crushed Sand) Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, , Cement Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant/ Weigh Batch Mixer, Transported To Site With All Leads And Lifts, Laid With A Paver With Electronic Sensor /By Suitable Means As Approved By Engineer-In-Charge , Compacting With Vibratory Roller, Finishing, Curing And Including Preparation Of Subgrade Surface If Required Etc. Complete. As Directed By Engineer In Charge. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.25 To 0.30 Kg Per Sqm On The Prepared Dry And Hungry Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503.As Directed By Engineer In Charge. , Providing And Constructing 50 Mm. Thick Modified Penetration Macadam (Mpm) Road Surface Including All Mataerials, Preparing The Existing Road Surface, Spreading 40Mm. Stone Metal Layers 30% Crusher Broken Metal + 70% Hand Broken (By Breaking Rubble Obtained By Blasting) Heating And Spraying The Bitumen Of Specified Grade @ 1.75 Kg/Sqm, Spreading 12Mm.Size Chips Compacting With Static Roller Having Weight 8 To 10 Mt. To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506 Etc. Complete. Including Picking Of Existing Wbm Surface.(Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates).As Directed By Engineer In Charge. , 20Mm Thick Open-Graded Premix Carpet Bituminous (Penetration Grade/Modified Bitumen) Binder Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. (Excluding Seal Coat) By Mechanical Means (I) Bitumen (S-65) Vg-30 As Direct By Engineer In Charge , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A , Type B (By Paver Finisher) And Type C As Per Technical Specification Clause 510.By Mechanical Means.Case - I : Type A-Bitumen (S-65) Vg-30.As Directed By Engineer In Charge. , Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel,Edges, 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 Continuous Operation Including Provision Of Construction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Curing Compound (Where Specified) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501(Excluding Dowel Bars And Polythene Sheet).As Directed By Engineer In Charge. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-3 Class Of 600Mm Diameter In Proper Line, Level And Slope Etc. Complete.As Directed By Engineer In Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material.Ordinary Soil. Upto 3 M Depth By Mechanical Means ( This Item Shall Be Used When Total Estimate Quantity Exceeds 100 Cum) As Directed By Engineer In Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ii. Ordinary Rock (Not Requiring Blasting) Up To 3 Meter Depth.As Directed By Engineer In Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ii. Hard Rock (Blasting Prohibited) Upto 3 M Depth Including 1.5 M Depth In Hard Rock.As Directed By Engineer In Charge. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary). As Directed By Engineer In Charge. , Providing & Placing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 I) Plain Cement Concrete Grade M 10 (I)Nominal Mix 1:3:6. As Directed By Engineer In Charge. , Providing & Placing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Ii) Plain Cement Concrete Grade M 15 (I)Nominal Mix (1:2.5:5). As Directed By Engineer In Charge. , Filling Annular Space Around Footing In Rock As Per Technical Specification Clause 1203.4.3. In Plain Cement Concrete M15.As Directed By Engineer In Charge. , Supplying, Fitting And Placing Tmt Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing & Placing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 V) Reinforced Cement Concrete Grade M 30 Reinforced Cement Concrete. As Directed By Engineer In Charge. , Providing And Laying Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 And 1204 ,For Height Up To 5 Meter I) Plain Cement Concrete Grade M 15 (I) Nominal Mix (1:2.5:5). As Directed By Engineer In Charge. , Providing And Laying Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 And 1204 ,For Height Up To 5 Meter Iv) Reinforced Cement Concrete Grade M 30. As Directed By Engineer In Charge. , Supplying, Fitting And Placing Tmt Bar Reinforcement In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202.As Directed By Engineer In Charge. , I) Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7.P.V.C. Pipe 100 Mm Dia.As Directed By Engineer In Charge. , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8.As Directed By Engineer In Charge. , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5. Reinforced Cement Concrete Grade M 30.As Directed By Engineer In Charge. , Supplying, Fitting, And Placing Tmt Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202.As Directed By Engineer In Charge. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3.As Directed By Engineer In Charge. , Providing Fitting And Fixing Mild Steel Railing Complete As Per Drawing And Technical Specifications Clause 1208.2.As Directed By Engineer In Charge. , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement @ 50Kg/Cum And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211.As Directed By Engineer In Charge. , Providing Tar Paper Bearing Including Laying In Proper Position Etc. Complete..As Directed By Engineer In Charge. , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete.As Directed By Engineer In Charge. , Printing New Letter And Figures Of Any Shade With Synthetic Enamel Paint Black Or Any Other Approved Colour To Give An Even Shade As Per Drawings And Technical Specification Clause 1701 Ii) English And Roman Hyphens, Commas And The Like Not To Be Measured And Paid For. Detail For 100 Letters Of 160 Millimeter Height, I.E. 1600 Centimeter. As Directed By Engineer In Charge. , Providing And Fixing Cautionary/Warning Sign Boards In Equilateral Triangle Size Of 600Mm Made Out Of 3Mm Aluminum Composite Material Sheet Bonded With White Retro Reflective Sheeting Of Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip) Having Pressure Sensitive/Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Irc:67-2012 Table No 8.3 Supported With Back Support Frame 25Mm X 25Mm X 3Mm, Duly Painted On Back Side With Grey Stove Enamel Paint And Supported On One No. Of M. S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.45 M Long, Duly Painted With With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M25 Grade Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip) Shall Have 7 Years Written Warranty From The Manufacturer And Authorised Distributor/Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificate In Original Should Be Submitted To The Engineer In Charge By The Contractor/Supplier. , Providing And Fixing Of Retro- Reflectorised Informatory Sign Board Rectangular/Square In Shape Having Area Less Than 0.9 One Square Meterr Made Out Of ____Mm Aluminum Sheet Bonded With White Retro Reflective Sheeting Of Class __ ( Type Iv High Intensity Microprismatic Grade Sheeting-Hip) Having Pressure Sensitive/Heat Activated Adhesive Retoreflective Specified Back Ground, Border And Back Side Retoreflctive Symbols, Letters, Numerals, Arrow As Per Irc:67-2012 Table No 8.3, Supported With Back Support Frame 25Mm X 25Mm X 3Mm, Duly Painted On Back Side With Two Coats Of Grey Stove Enamel Paint And Supported On One No. Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm, 3.5 Mt Long Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M25 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per Approved Drawing The Angle Iron Post Shall Be Duly Painted With One Coat Of Epoxy Primer And Two Coats Of Epoxy Finish Paints Having Alternate Black And White Bands Of 25 Cm Width Including Gi Fixures And Transportation Etc.Complete.The Nut Bolts Of Board With Angle Iron Post/Supporting Structure After Fixing At Site Has To Be Electrically Welded. Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip) Sheeting Shall Have 7 Years Written Warranty From The Manufacturer And Authorised Distributor/Convertor Issued For Field Performance Including The Screen Printed Areas And Cut-Out Sheeting And Cut-Out Durable Transparent Overlay Film And This Warranty Certificate In Original Should Be Submitted To The Engineer In Charge By The Contractor/Supplier. 2Mm Aluminum Sheet Class B.As Directed By Engineer In Charge. , Providing And Fixing Aluminum-Backed Flexible Prismatic (Afp) Sheeting Consisting Yellow Colored Flexible Prismatic Sheeting With Non-Metallic Prismatic Lens As Retroreflective Elements And Conforming To Astm D 4956-09 Type Vi Specification For Rebound Able Retroreflective Sheeting. This Flexible Prismatic Sheeting Shall Be Of 1Ft Width And Laminated At The Back With A 50 Micron Aluminum (Al) Foil With Pressure Sensitive Adhesive And Liner. Further, This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Color In A Continuous Roll Format. Neither Afp Sheeting Nor The Flexible Prismatic Sheeting Used In It Shall Crack When Slowly Bent In 1 Second Time Around A 1/8Th Inch Mandrel After Being Conditioned For 24Hrs At 0?C And Tested As Per Section S2.2.2. Of Astm D 4956-09. The Afp Sheeting, With The Liner Removed, Shall Be Applied With A Neoprene Contact Adhesive With A Polychloroprene As Base, Viscosity Of 200- 450 Cps And Solid Content Of 20-30%. Once Applied, The Edges Of The Product Shall Be Sealed All Around With A Two-Part Epoxy Based Structural Adhesive And Shall Be Extremely Resistant To Peel-Off. A Test Report From Institutes Like Arai/Crri Confirming To Above Mentioned Flexibility And Astm-D4956-09 Type-Vi Retro Reflectivity Performance Of The Flexible Prismatic Sheeting Used In Afp Shall Be Submitted By The Tenderer During Prequalification And Supply Of Material.As Directed By Engineer In Charge. 500Mm X 600Mm , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 As Directed By Engineer In Charge. , Providing And Fixing Informatory Sign Boards In Square Or Rectangular Shape Of Size 1.80M X1.20M Made Out Of 3Mm Aluminum Composite Panel Bonded With Irc Specified Colour Of Retro Reflective Sheeting Of Type Iv High Intensity Micro-Prismatic Grade Sheeting (Hip) Having Pressure Sensitive / Heat Activated Adhesive, Irc Specified Colour Retro Reflective Cutout Border & Messages Having Pressure Sensitive Adhesive Having Border & Messages In Irc Specified Colour Background Including M. S. Angle Iron Frame Of Size 35 Mm X 35 Mm X 5 Mm & Two M.S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.65 M Long, Duly Painted With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M-20 Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Aluminum Composite Panel With Type Iv High Intensity Micro-Prismatic Grade Sheeting.As Directed By Engineer In Charge. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701, As Directed By Engineer In Charge. , Reinforced Cement Concrete M15 Grade Boundary Pillars/Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Technical Specification Clause 1704, As Directed By Engineer In Charge. , Providing And Fixing Informatory Sign Boards In Rectangular Shape Of Size 1.20M X 0.90M Made Out Of 16 Guage Aluminum Panel Bonded With Irc Specified Colour Of Retro Reflective Sheeting Of Type Iv High Intensity Micro-Prismatic Grade Sheeting (Hip) Having Pressure Sensitive / Heat Activated Adhesive, Irc Specified Colour Retro Reflective Cutout Border & Messages Having Pressure Sensitive Adhesive Having Border & Messages In Irc Specified Colour Background Including M. S. Angle Iron Frame Of Size 35 Mm X 35 Mm X 3 Mm & Two M.S. Angle Iron Post Of Size 65 Mm X 65 Mm X 6 Mm, 3.65 M Long, Duly Painted With Flat Oil Paint Having Alternate Black And White Bands Of 25 Cm Width Including G.I. Fixtures Etc; Fixing The Boards In M-20 Concrete Block Of Size 60Cm X 60Cm X 75Cm Including Transportation Etc; Complete. Aluminum Panel Type Iv High Intensity.As Directed By Engineer In Charge. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 I) Stone/Boulder As Directed By Engineer In Charge. , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete.As Directed By Engineer In Charge. , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. As Directed By Engineer In Charge. , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes.Complete. As Directed By Engineer In Charge. , Metal Beam Crash Barrier -- Type - B, Thrie : Metal Beam Crash Barrier (Providing And Erecting A Thrie 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 M High With 1.15 M Below Ground 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 Space Of Channel Section 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810).As Directed By Engineer In Charge. , Providing White And Colour Washing To Road Side Trees In 2 Coats In 2 Bands Of White And One Red Band At Centre Of 30 Cm Height Each Including Preparing The Surface, Cost Of Material, Conveying Etc. Complete. As Directed By Engineer In Charge. , Providing And Fixing Reflective Fluorescent Tape On Old Road Sign Board Including Cleaning / Scraping And Painting Existing Board Etc. Complete As Directed By Engineer In Charge. , 2) Construction Of Bridge Onwaduj To Wakeshwar_Ch_0-850 Tal.-Khatav _Dist. Satara Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Hard Rock (Requiring Blasting) , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain Cement Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete Grade M 30 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Filling Annular Space Around Footing In Rock As Per Technical Specification Clause 1203.4.3 , Plain Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 Plain Cement Concrete Grade M 30 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete M-30 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing Tar Paper Bearing Including Laying In Proper Position Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000 M Lead But Excluding Compaction Ground Supporting Embankment Subgrade Replacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2 As Per Technical Specification Clause 302.3.11 , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing And Laying Bituminous Macadam With Hot Mix Plant Using Crushed Aggregates Of Grading As Per Table 500.4 Premixed With Bituminous Binder, Transported To Site Upto A Lead Of 1000 M Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled To Achieve The Desired Compaction As Per Technical Specification Clause 504. , Bituminous Concrete:--Providing And Laying Bituminous Concrete Using Crushed Aggregate Of Grading 1, Premixed With Bituminous Binder @5.40% By Weight Of Total Mix And Filler, Transported At Site With Vts, Laid Over A Previously Prepared Surface, Finished To The Required Grade ,Level, Alignment, And Rolling To Achieve The Desired Density For 50Mm Compacted Thickness With Drum Mix Plant With Scada, Sensor Paver And Vibratory Roller Excluding Prime/Tack Coat Etc. Complete --Bitumen Of Specified Grade With Stone Dust Filler. (Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates) , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 3)Construction Of Bridge On Satewadi To Kalemala Road At Ch-1+700 , Tal.- Khatav _Dist. Satara . Package No.-Abd-(Ii)- Sat-Br-19Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 4)Construction Of Bridge On Waduj To Hingane Road At Ch-4+300 , Tal.- Khatav _Dist. Satara Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Ordinary Rock (Not Requiring Blasting) , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 120325 , Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 5)Construction Of Submersible Bridge On Nalla At Waduj To Wakeshwar Road At Km- 1+420 , Tal.- Khatav_Dist. Satara . Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Upto A Lead Of 100 M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202 , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 6)Construction Of Bridge On Waduj To Wakeshwar Road At Ch- 1+700 , Tal.- Khatav _Dist. Satara . Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Upto A Lead Of 100 M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202 , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete M-30 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 7)Construction Of Bridge On Waduj To Wakeshwar Road At Ch- 2-150 , Tal.- Khatav _Dist. Sataraclearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Upto A Lead Of 100 M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202 , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete M-30 In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208.2 , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High, 1.1 M Below Ground/Road Level, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Conform To Is:1367 And Is:1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810) , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete , 8)Construction Of Bridge On Waduj To Wakeshwar Road At Ch-3+300 , Tal.- Khatav _Dist. Satara. Clearing Grass And Removal Of Rubbish Up To A Distance Of 30 M Outside The Periphery Of The Area As Per Technical Specification Clause 201. , Cost Of Utility Shifting & Rising , Dismantling Of Cement Concrete Pavement By Mechanical Meansusing Pneumatic Tools,Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto Alead Of 1000 Metres,Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. , Removingnp-2Andnp-3 Class Pipes Including Stacking At Road Side As Directed By The Engineer In Charge. Upto 900Mm Dia And Above. Etc Complete , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Lead Of 50 M, Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitable Material. Ordinary Soil , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 5.0 To 9.0 Bhp Pump Etc. Complete. (Prior Approval Of Superintending Engineer Will Be Necessary) , Providing Concrete For Plain/Reinforced Concrete M-15 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-30 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Providing Concrete For Plain/Reinforced Concrete M-25 In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Fillling In Foundation Trenches As Per Drawing And Technical Specification Clause 305.3.9 , Providing Pressure Relief Pipes 100 Mm Dia In Bottom Slab Of Box Cell On A Filter Media Base Of 500 Mm X 500 Mm As Per Drawing And Technical Specification Clause 1205.5.7 , Plain/Reinforced Cement Concrete M-30 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Plain/Reinforced Cement Concrete M-25 In Substructure Complete As Per Drawings And Technical Specification Clauses 802, 804, 805, 806, 807, 1202 Ans 1204 , Supplying, Fitting And Placing Hysd Bar Reinforcement (Fe 415) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002, 1005, 1010 & 1202 , Providing And Laying Filter Media With Granular Crushed Aggregates As Per Specification To A Thickness Of Not Less Than 600 Mm With Smaller Size Towards The Soil And Bigger Size Towards The Wall And Providing Over The Entire Surface Behind Abutment, Wing Wall, Return Wall To The Full Height, Compacted To Firm Condition Complete As Per Drawing And Technical Specification Clause 1204.3.8 , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 , Providing And Laying 0.90 Meter Thick Metal Mat Consisting Of Rubble, Oversize Metal And Normal Size Metal In Specified Thickness As Per Detailed Drawing Including Supplying All Materials, Hand Packing Of Rubble, Spreading Metal In Layers And Hard Murum Including Watering And Compaction With Power Roller Etc. Complete. , Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing And Laying Reinforced Cement Concrete In Superstructure As Per Drawing And Technical Specifications Clauses 800, 1205.4 And 1205.5 , Supplying, Fitting, And Placing Hysd Bar Reinforcement In Superstructure Complete As Per Drawing And Technical Specifications Clauses 1002, 1010 And 1202 , Drainage Spouts Complete As Per Drawing And Technical Specifications Clause 1209 , Plain Cement Concrete M 15 Ordinary Grade (1:2.5:5) Levelling Course Below Approach Slab Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Reinforced Cement Concrete M 25 Grade Approach Slab Including Reinforcement And Formwork Complete As Per Drawing And Technical Specifications Clauses 800 And 1211 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans, Covered With Sealant Complete As Per Drawing And Technical Specifications , Providing Expansion Joints With 25Mm Thick Bituminous Pad As Per Detailed Drawings Etc. Complete. , Providing And Laying Cement Concrete Wearing Course M 30 Grade Including Reinforcement Complete As Per Drawing And Technical Specifications Clauses 800 And 1206.3 , Providing And Fixing In Position Pipe Railing Consisting Of Is Rolled Steel Joist Posts Designation Is Mb 100 (100X75) At 2.5 M Interval And Three Rows Of 50 Mm Dia Steel Pipes (Light) Including Fixing In Position On Bridge Deck Complete As Per Drawing And Technical Specifications Clause 1208. , Painting Two Coats Including Primer Coat After Filling The Surface With Synthetic Enamel Paint In All Shades On New, Plastered / Concrete Surfaces As Per Drawing And Technical Specification Clause 1701 , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Technical Specification Clause 301.5 , Laying Reinforced Cement Concrete Pipe Np3 As Per Drawing And Technical Specification Clause 1402.6 ( Removed From Existing Road Pipe) , Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106. , Construction Of Granular Sub-Base By Providing Well Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 Kn Static Roller Capacity To Achieve The Desired Density, Complete As Per Technical Specification Clause 402 , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Three Wheel 80-100 Kn Static Roller In Stages To Proper Grade And Camber, Applying And Brooming, Crushable Screening To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-1) Using Emulsion Distributor At The Rate Of 0.20 To 0.25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503. , Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506. , Providing, Laying And Rolling Of Open-Graded Premix Carpet Of 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity, Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Or Type C As Per Technical Specification Clause 508. , Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels, Grade And Cross Fall Using Type A, Type B And Type C As Per Technical Specification Clause 510 , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media As Per Drawing And Technical Specifications Clause 1302 , Providing And Fixing Stream Lined M-20 Grade Reinforced Cement Concrete Guard Stone Including Mild Steel Bar Reinforcement Etc. Complete. , Providing And Laying Boulder Apron For Bed Protection With Stone Boulders Of Minimum Size And Weight As Per Table 1300.1, No Fragment Weighing Less Than 25 Kg Laid Dry Complete As Per Drawing And Technical Specifications Clause 1301 , Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3 Fixed Over Aluminium Sheeting, 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Drawings And Technical Specification Clause 801 , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Complete , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Clause 1701 And Annexure 1700.1 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw/Nh/33023/10-97 Do Iii Dt 11.06. 1997. The Height, Width And Length Shall Not Exceed 50 Mm, 100 Mm And 102 +/- 2 Mm And With Minimum Reflective Area Of 13 Sqcm On Each Side And The Slope To The Base Shall Be 35 +/- 5 Degree. The Strength Of Detachment Of The Integrated Cylindrical Shanks, (Of Diameter Not Less Than 19 +/- 2 Mm And Height Not Less Than 30+/- 2 Mm) From The Body Is To Be A Minimum Value Of 500 Kg. Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Road Delineators: Supplying And Installation Of Delineators (Roadway Indicators, Hazard Markers, Object Markers) 80 To 100 Cm High Above Ground Level, Painted Black And White In 15 Cm Wide Strips, Fitted With 80X100mm Rectangular Or 75Mm Dia. Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Confirming To I.R.C. 79 And The Drawings , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message,Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701, Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 , Providing And Fixing 90Cmx60cm Granite Plate Engraving 10Cm. Height Letter, Figures Including Painting The Lefters/Figures With Approved Colour And Shade Complete
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Maharashtra View Result →
29.
Civil Aviation #10014455 Technical Bid
Tender For Supply Installation Testing And Commissioning Of Crash Rated Bollards And Boom Barriers Including Aicmc For 08 Years At B.P.I. Airport, Bhubaneswar.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Odisha View Result →
30.
Public Administrative Department #9981724 AOC
Installation Of Crash Barrier Near Pooja Sweets Ward No 48 Est Cost Rs. 0.89 Lacs Dt 08/09.09.2025
Contract Date: Apr 15, 2026 Contract Value : ₹ 89,000
Government Departments No of Bidders 1
Punjab View Result →
31.
Power #9905362 AOC
Civil works comprising of Intake Tunnel, Desilting Chamber, Silt Flushing Tunnel, Head Race Tunnel, Surge Shaft, Pressure Shaft/Penstock, Power House Cavern, Bus Ducts, Transformer Cavern, Main Inlet Valve Cavern, MAT and other Adits/Access Tunnels in Power House Area, Downstream Surge Galleries, Tail Race Tunnel including Adits for the implementation of the 260 MW Dulhasti Stage-II H.E Project, in the Kishtwar District of UT of J&K, India.; 1 GROUP-A : SURFACE WORKS 2 Dewatering During Construction 3 Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site 4 Surface Excavation 5 Common excavation 6 Rock excavation 7 Line drilling 8 Dental excavation 9 Minor excavation 10 Removal of material arising from overbreak accepted due to geological conditions. 11 Extra for Haulage of excavated materials 12 - Extra for haulage beyond 3 km upto 6 km 13 Rock stabilization and Supports 14 Rock Anchors 25 mm dia, including accessories & testing 15 - Length upto 4.0 m 16 - Lengthmore than 4.0 m upto 6.0 m 17 Rock Anchors 32 mm dia including accessories & testing 18 - Length upto 6.0 m 19 - Length more than 6.0 m upto 9.0 m 20 Self drilling hollow core anchors 25mm dia. 21 - Length upto 6.0 m 22 Grouted Anchor Bars 25 mm dia 23 - Length upto 6.0 m 24 Grouted anchor bar 32 mm dia. 25 - Length upto 6.0 m 26 Rock Anchortesting 27 - Rock Anchor 25 mm dia 28 - Rock Anchor 32 mm dia 29 Rock Anchor Extensions/ Extension of Grouted Anchor Bars into concrete, 25mm/32mm 30 Mesh reinforcement 31 - Welded wiremesh 32 - Chain link fabric 33 Shotcrete 34 Plain Shotcrete 35 SFR Shorcrete excluding steel fibre and micro silica 36 Cement variation in shotcrete 37 Superplasticiser 38 Steel Fibre 39 Micro Silica 40 Backfill intemporary coffer dykeatTRT Outlet, SFT Outlet Portal etc. 41 Random backfill 42 Compacted backfill 43 Drilling, Grouting and Pressure Relief Holes 44 Drilling for consolidation grouting 45 - 45 mm dia holes 46 Placing grout (excluding cement) 47 - Consolidation grouting operation 48 Drilling for Pressure Relief holes 49 - Drilling of 45 mm dia hole 50 - Supply and installation of 36 mm dia perforated PVC pipes. 51 Water pressure test- simple water test 52 Embedding pipes and fittings for grouting left permanently in place 53 Grouting materials 54 - Cement 55 - Sand 56 - Bentonite 57 - Admixtures 58 - Micro fine/Ultra Fine Cement 59 Concrete 60 Plain cement concrete 61 Lean & Plum Concrete (M10/A80) 62 - M15/A80. 63 - M15/A40 64 - M25/A40 65 - Reinforced Cement concrete M25/A40 66 -SFT,TRT Outlet Works, Pothead Yard 67 -Portals of Adits, Access Tunnel and other tunnels 68 Blockout Concrete(M35/A20) 69 Cement variation in concrete 70 Admixtures for concrete 71 - Air-entraining agent 72 - Super plasticizer 73 Formwork 74 Class F1 75 Class F2 76 Class F3 77 Class F1C 78 Class F2C 79 Class F3C 80 Reinforcing Steel 81 Deformed Reinforcing bars - Grade Fe 500 82 Plain reinforcing bars 83 Couplers 84 - 32mm dia 85 Waterstops and joints 86 P.V.C. water stops(230 mm wide) 87 Joint fillers(24 mm thk) 88 Joint fillers(12 mm thk) 89 Joint Sealing Compound 90 Metalworks 91 MS Railing 92 GI railing 93 Ladders 94 Gratings 95 Climbing irons 96 Miscellaneous and Ancillary Works 97 Fencing and gates 98 - Fencing 99 - Gates 100 PVC Pipes 101 - 75mm dia 102 - 100mm dia 103 - 150mm dia 104 - 200mm dia 105 Slope protection 106 Wire crates/ Gabions 107 - Wire crates 108 - Boulder filling in wire crates 109 - Polymer Rope Gabions insitu assembled 110 Size 2m x 2m x1m 111 Size 1m x 1m x1m 112 Random Rubble Masonary Wall 113 - Wet R R Masonry 114 Concrete blocks 115 Tetra pods blocks 116 Monitoring Instruments 117 Load cell 118 Optical Bi-Reflextargets 119 Water level measuring gauge (mechanical type) 120 Multipointhole extensometer 121 Electrical Type 122 Mechanical Type 123 Read out units 124 - Read out units for Electrical load cells 125 - Read out units for other electrical instruments like extensometer, piezometers etc. 126 Roadworks 127 Clearing and Grubbing of LandClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 128 -In the area of Throny Jungle. 129 Excavations 130 Earthworkinbulkexcavationbymechanicalmeans(hydraulicexcavator)over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m,as directed byEngineer-in-Charge. Ordinary Rock 131 Earth work in bulk excavation by mechanical means(hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. Hard Rock (Requiring Blasting) 132 Earthworkinbulkexcavationbymechanicalmeans(hydraulicexcavator)over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m,as directed byEngineer-in-Charge. Hard Rock (Blasting Prohibited) 133 Carriageofmaterialsbymechanicaltransportincludingloading,unloadingand stacking of earth: upto 3 km 134 Embankment 135 Bankingexcavatedearthinlayersnotexceeding20cmindepth,breakingclods, watering, rolling each layer with 1/2 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 etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: 136 Masonry Works 137 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: stone aggregate 20 mm nominal size) 1:3:6 138 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns 139 Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah 140 Providing & making Gabion structure with Mechanically Woven Double twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per direction of Engineer-in-charge. 141 Supply & Stacking of Hard stone (for stone pitching) 22.5 cm thick at site. 142 Hand-packing stones in wire-crates; excluding cost of crates and stones 143 Providing & Fixing 75 mm PVC Pipe (Working Pressure 4 Kg/Cm) in weep hole of Retaining/ Breast/ Toe Wall all complete as per direction of Engineerin-Charge. 144 20 mm Cement plaster of mix: - 1 : 4 ( 1 cement : 4 coarse sand) for external plaster for height upto 10.0 m from ground level including carriage, loading & unloading. 145 Subgrade 146 Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. 147 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. 148 Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm 149 Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm 150 SupplyingandstackingatsiteGradedcrushedstoneaggregateofsize53mmto 22.4mm 151 SupplyingandstackingatsiteGradedcrushedstoneaggregateofsize13.2mm nominal size (Type A) 152 SupplyingandstackingatsiteGradedcrushedstoneaggregateofsize11.2mm nominal size (Type B) 153 Supplying and stacking at site Graded crushed stone aggregate of size Moorum 154 Laying,spreadingandcompactingstoneaggregateofspecifiedsizestoWBM specificationsinuniformthickness,handpicking,rollingwith3wheeledroad/ 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. 155 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, layingin uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of Engineer-in-Charge 156 Bituminous Pavement 157 Providing and applying tack coat using hot straight run bitumen of grade – VG-10, includingheatingthebitumen,sprayingthebitumenwithmechanicallyoperated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. 158 ProvidingandlayingDenseGradedBituminousMacadamusingcrushedstone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desiredcompactionanddensity,completeasperspecifications anddirectionsof Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of gradeVG-30@5%(percentagebyweightoftotalmix)andlimefiller@2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 159 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and gradingas specified,with bitumen of suitable penetration grade including required key aggregate as specified,spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy. For 75 mm compacted thickness in two layers using stone aggregate of size 63-41mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm with paving asphalt grade VG-10 @ 68 kg/10sqm 160 Providingandlayingseal coatof premixedfine aggregate(passing2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete 161 Road Safety 162 Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heaterandprofileshoeheater,drivenbyexperiencedoperatoronroadsurface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 163 Type - B, THRIE: Metal Beam Crash Barrier (providing and erecting a Thrie 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 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810). 164 Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved byEngineer-in-charge. The Glowstud shall support aload of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to theroad surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. 165 Rock stabilization and Supports 166 Rock Anchors 25 mm dia and length up to 4m 167 Plain Shotcrete 168 Welded Wire Mesh 169 Drilling of drainage hole up to 4m 170 Repair & Maintenance of Internal/access road & other roads Double Lane (Formation width) 171 Bridges 172 Permanent Bridge : Planning, Investigation, Design, Construction, Testing and commissioning of 70R double lane Steel Truss girder type bridge having 7.5m carriageway width and 0.9m footpath on either side with design and construction of suitable abutments / Pier/ well foundation/ Pile foundation, dirt wall, return wall approach slab etc. complete in all respect, including Structural Design, Technical Specifications and Load Test procedure duly approved / proof checked by Indian Institute of Technology (IIT). 173 Temporary Bridge : Planning, Investigation, Design, Construction, Testing and commissioning of two parallel bridges on common abutments. Each bridge of 40R single lane(minimum 3.5m carriageway and minimum 0.9 m wide walkway on one side) , with design and construction of suitable abutments / Pier/ well foundation/ Pile foundation, dirt wall, return wall, approach slab etc. complete in all respect including dismentling and storage at designated place as directed by Engineer-in-Charge. 174 Culverts- Planning, Investigation, Design, Construction, Testing and commissioning, as per site condition single / double lane road width and loading capacity, complete in all respect, with Structural Design, Technical Specifications and Load Test as per IRC SP-13 and to be approved by the Enigineer-in-Charge 175 Construction of Culverts 2 to 6 M Span
Contract Date: Mar 30, 2026 Contract Value : ₹ 880.43 Crore
Boards / Undertakings / PSU No of Bidders 4
Jammu And Kashmir View Result →
Jammu And Kashmir View Result →
33.
Road Transport and Highways #9856010 AOC
Tender For Picking 5Cm To 10Cm Old Metalled Surface And Sectioning 1Sqm Picking The Existing Bituminous Surface Upto 50Mm Depth As Directed By The Departmental Officers And Collecting The Picked Up Salvaged Metal And Stacking The Same For Reuse And Deposting The Debris Excluding Cost Of Materials Including All Labour Charges For Pickig And All Other Tools And Plants Employed Of The Work And Including All Other Incidental Charges Etc., , Road A , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting, And Depositing On Bank With All Leads And Lifts As Per Ss20b; Including Cost Of All Labour Charges, Materials, Tools, Equipment And All Incidental Charges; Including Compacting With Power Roller, Watering; Including All Hire And Fuel Charges For All Tools And Plants; Removal Of Other Deleterious Matter And Obstructions; Trimming Of Bottom Of Excavation; Backfilling; Clearing Up The Site And Disposal Of All Surplus Materials Etc., Complete As Per Standard Specification. A) Box Cutting For Widening Portion , Road A , Road A (Branch Road Improvements) , Providing Compaction Of Berms Using The Box Cut Earth Including All Hire And Fuel Charges For Power Roller For Compaction,Water Sprinkler,Including All Labour Charges For Laying Spreading, Watering Etc., Complete As Directed By The Departmental Engineers For Making Up Of Low Berms , Road A , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing On Bank With All Leads And Lifts As Per Ss20b Including Cost Of All Labour Charges, Materials, Tools, Equipments And All Incidental Charges, Including Compacting With Vibratory Soil Compactor, Watering, Including All Hire And Fuel Charges For All Tools And Plants, Removal Of Other Deleterious Matter And Obstructions, Trimming Of Bottom Of Excavation Back Filling, Clearing Up The Site And Disposal Of All Surplus Materials Etc., Complete As Per Standard Specification. For Embankment / Sub Grade , Road A , Granular Sub-Base- Providing, Laying, Spreading And Compacting Graded Stone Aggregates For Granular Sub Base, Including Premixing The Materials With Water At Omc In Mechanical Mix Plant, Conveyance Of Mixed Materials By Tipper To Site, Laying In Uniform Layers Using Pavers In Sub Base Course On Well-Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density; Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5.-For Grading- V Material , Road A , Road A (Branch Road Improvements) , Granular Sub-Base- Providing, Laying, Spreading And Compacting Graded Stone Aggregates For Granular Sub Base, Including Premixing The Materials With Water At Omc In Mechanical Mix Plant, Conveyance Of Mixed Materials By Tipper To Site, Laying In Uniform Layers Using Pavers In Sub Base Course On Well-Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density; Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5.- For Grading- Iii Material , Road A , Road A (Branch Road Improvements) , Wet Mix Macadam- Providing, Laying, Spreading And Compacting Graded Stone Aggregates For Wet Mix Macadam, 250 Mm Thick, Including Premixing The Materials With Water At Omc In Mechanical Mix Plant, Conveyance Of Mixed Materials By Tipper To Site, Laying In Uniform Layers Using Pavers In Sub-Base/Base Course On Well-Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density; Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 406 Of Morth Rev-5. , Road A , Road A (Branch Road Improvements) , Prime Coat - Providing And Laying Prime Coat Over Granular Base Using 7 Kg Of Emulsion Bitumen (Ss1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It, Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 502 Of Morth Rev-5. , Road A , Road A (Branch Road Improvements) , Tack Coat - Providing And Applying Tack Coat With Bitumen Emulsion (Rs-I Type) Using Emulsion Pressure Distributor At The Rate Of 0.25 Kg Per Sqm On The Prepared Bituminous/Granular Surface Cleaned With Mechanical Broom As Per Clause 503 Of Morth Specification- Over Granular Surfaces Treated With Primer , Road A (Branch Road Improvements) , Tack Coat - Providing And Laying Tack Coat Over Existing Bituminous Surface Using 2 Kg Of Bitumen Emulsion (Rs1) Per 10 Sqm For Preparatory To Another Bituminous Construction Over It, Including Cost Of Material, Labour Charges, Rentals For Machinery, Fuel And All Other Incidental Charges Etc., Complete As Per Clause 503 Of Morth Rev-5 , Road A (Branch Road Improvements) , Road A , Dense Graded Bituminous Macadam (75 Mm Thick Using Vg30 Bitumen And More Than 5M Paver. Providing And Laying And Consolidated Thick Dense Bituminous Macadam Using 0.24 Cum Of 26.50-13.20 Mm, 0.25 Cum Of 13.20-2.36 Mm And 0.23 Cum Of 2.36 Mm And Below, And With 53.20 Kgs Of Vg30 Grade Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In The Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity); Conveying The Mix By Tipper Trucks To Work Site; Spreading The Mix To Uniform Thickness Of 50 Mm Using Paver To The Specified Grades And Cross Sections; Compacted By Vibratory / Pneumatic Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc.; Including Hire And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Rollers And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 505 Of Morth Rev-5 Grade I , Road A , Dense Graded Bituminous Macadam (75 Mm Thick Using Vg30 Bitumen - Providing And Laying And Consolidated Thick Dense Bituminous Macadam Using 0.24 Cum Of 26.50-13.20 Mm, 0.25 Cum Of 13.20-2.36 Mm And 0.23 Cum Of 2.36 Mm And Below, And With 53.20 Kgs Of Vg30 Grade Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In The Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity); Conveying The Mix By Tipper Trucks To Work Site; Spreading The Mix To Uniform Thickness Of 50 Mm Using Paver To The Specified Grades And Cross Sections; Compacted By Vibratory / Pneumatic Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc.; Including Hire And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Rollers And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 505 Of Morth Rev-5 Grade I , Road A (Branch Road Improvements) , Bituminous Macadam Grading Ii -Providing, Laying 50 Mm Consolidated Thick Bituminous Macadam Using 0.20 Cum Of 26.50-13.20 Mm, 0.43 Cum Of 13.20-2.36 Mm And 0.08 Cum Of 2.36 Mm & Below Size Irc Metal With 37 Kgs Of Vg30 Grade Bitumen For Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen, Aggregate And Mixing Them In Required Temperature Using Central Hot Mix Plant 20-30 Ton Capacity, Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 50 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Etc., Including Labour For Attending To Paver To Site Etc., Including Hire And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 504 Of Morth Rev-5 , Road A (Branch Road Improvements) , Bituminous Concrete - 40 Mm Thick Grade Ii Using Vg 30 Bitumen ( More Than 5 M Paver) Providing And Laying Bituminous Concrete To 30/40 Mm Thick Using 0.13 Cum Of 19.00-9.50 Mm, 0.17 Cum Of 9.50-2.36 Mm And 0.26 Cum Of 2.36 Mm And Below With 50.30 Kgs Of Vg40 Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity), Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40 Mm With Mechanical Paver To The Specified Grades And Cross Sections, And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc., Including Hire Charges And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morth Rev-5. Grade Ii , Road A , Bituminous Concrete - 40 Mm Thick Grade Ii Using Vg 30 Bitumen Providing And Laying Bituminous Concrete To 30/40 Mm Thick Using 0.13 Cum Of 19.00-9.50 Mm, 0.17 Cum Of 9.50-2.36 Mm And 0.26 Cum Of 2.36 Mm And Below With 50.30 Kgs Of Vg40 Bitumen For Premixing Per 10 Sqm; Including Cost And Conveyance Of All Materials To Cmp Site, Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant (20-30 Ton Capacity), Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix To Uniform Thickness Of 40 Mm With Mechanical Paver To The Specified Grades And Cross Sections, And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Etc.; Including Labour For Attending To Paver At Site Etc., Including Hire Charges And Fuel Charges For 20-30 Ton Cmp With Bitumen Boiler, Tipper Trucks, Paver Finisher, Vibratory Roller And All Other Tools And Plant Required, Including Fuel And All Other Incidental Charges Etc., Complete As Per Specification Using Cmp As Per Clause 507 Of Morth Rev-5. Grade Ii , Road A (Branch Road Improvements) , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T & P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 Metres. (Existing Structure Pcc) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T & P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 Metres. (Existing Structure Rcc) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Earth Work Excavation In All Classes Of Soil Except Hard Rock Requiring Blasting And Depositing On Bank As Per Ss20b With All Leads And Lifts And All Other Incidental Charges Such As Baling Out Water Shoring Shrutting, Walling & Forming Protective Bunds Wherever Necessary Etc Complete As Per Relevant Standard Specification For Foundation , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Plain Cement Concrete Of Grade M-15, Nominal Mix 1:2:4 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Base Course Of Box Culvert , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Vibrated Reinforced Cement Concrete M-25 Grade Design Mix Using Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site But Excluding Cost And Fabrication Of Steel, Including Labour Charges For Mixing, Transporting, Laying, Curing Concrete, Working At Heights, Hire Charges For Tools And Plants, Including All Other Incidental Chargeas, Etc., Complete For Box Culvert Base Slab And Wall , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Supply And Fabrication Of Fe-500/Fe-500D Steel Required For All Reinforced Cement Concrete Items Of Works Involved In The Schedule, Including Cost Of Steel At Site And Cost Of Fabrication Labour Charges For Cleaning The Rods Straightening, Cutting, Bending, Tying Grills, Including Over Laping To The Required Length Wherever Necessary And Providing To The Reinforcement Placing The Reinforcement In Position As Specified In The Drawings Including Cost Of Binding Wire, Provision Of Spacer Bars, Cover Blocks And All Other Incidental Charges, Etc., Complete. As Per Section 2706 Of Mort&H Specficaton (Fifth Revision-2013) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Wing Walls And Parapets , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Vibrated Cement Concrete M30 Design Mix Using Iss Size Hbg Graded Metal Including Cost And Conveyance Of All Materials To Worksite And Cement At Site Including All Labour Charges For Fixing Concrete, Laying, Vibrating, Hire Charges For Tools And Plants, Compacting, Curing With All Leads For Soft Water, Including All Other Incidental Charges Formwork Cost Of Remolded Expansion Joints And Fixing The Same In Position Etc., Complete For Wearing Coat Of 75Mm Uniform Thickness Over Deck Slab And Approach Slab. As Per Section 2702.2 Of Mort&H Specfication (Fifth Revision-2013) , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Providing Filter Media Behind Abutment And Returns For 600Mm Thickness Using Filter Material Conforming To Clause 309.3.2.B Of Mort&H-Rev.5 Well Packed With Smaller Size Towards The Soil And Bigger Size Towards The Wall Including Cost And Conveyance Of All Materials To Worksite Including Labour Charges And All Other Incidental Charges, Etc Complete. As Per Ci.710.1.4 & Appendix 6 Of Irc :78-2014 , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Providing And Fixing Pvc Seepage Pipes Of 110Mm Dia Of Required Lengths For Abutments And Wings Including Costs And Conveyance Of All Materials To Work Site And Labour Charges For Fixing, Etc. Complete To Drain The Backfill In Between Abutment And Wings , Road A ( Reconstruction Of Box Culvert At Km.48/4 ) , Road A ( Widening Of Box Culvert At Km.51/6 ) , Road A ( Widening Of Box Culvert At Km.52/4 ) , Road A ( Reconstruction Of Box Culvert At Km.49/8 ) , Road A ( Reconstruction Of Box Culvert At Km.51/4 & 51/10) , Road A ( Reconstruction Of Box Culvert At Km.52/8) , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structures Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T & P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 Metres. (Existing Structure Pcc) , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Earth Work Excavation In All Classes Of Soils Such As Hard Stiff Clay, Stiff Black Cotton,Hard Red Earth Shales,Murram, Gravel Stony,Earth Etc., And Depositing On Bank With All Leads And Lifts And All Other Incidental Charges Such As Bailing Out Water Etc., Complete As Per Standard Specification For Foundation Of Pipe Culvert , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Vibrated Cement Concrete Of Grade M-15, Nominal Mix 1:2:4 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Base Course Of Pipe Culvert , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Vibrated Cement Concrete M20 (Nomimal Mix 1:1.5:3) Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site Including Cost Of Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths, Tools And Plants And Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc., Complete As Per Relevant Standard Specifications.- For Body Wall , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For - For Parapet , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Supply Of Np3 Class Rcc, 1000 Mm Dia Hume Pipes Of 2.50M Length Confirming To Is 458/1989 Cost Of Pipe As A Finished Work Including All Other Incidental Charges Testing Charges Including Loading And Unloading Transporting And Delivery In Good Condition At Work Site As Directed By The Departmental Officer Etc., Complete. , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Hoisting And Fixing Of 1000 Mm Dia Pipes And Collars To Proper Gradient Including All Labour Charges And All Other Incidental Charges Etc., Complete. , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Refiling With Carted Earth Including Cost And Convenveyance To Site Including Labour Charges For Filling Inlayers, Watering Tamping Under Optimum Moisture Content To Get The Maximum Density All Incidental Charges Etc Complete , Road A (Widening Of Three Row Pipe Culvert At Km.48/10) , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requring Blasting Depositing On Bank With All Leads And Lifts As Per Ss 20B Including Cost Of All Labour,Materials, Tools, Equipments And All Incidential Charges Such As Bailing Out Water Providing And Maintaining Necessary Conferdams, Sheeting, Shoring, Bracing And Their Subsequent Removal, Removal Of All Logs, Stumps, Grubs And Other Deleterious Matter And Obstructions, Trimming Bottom Of Excavation Backfilling, And Cleaning The Site And Disposal Of All Surplus Materials Etc Complete As Per Relevant Standard Specifiation For Foundation Of Retaining Wall , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Below Sill Level , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Vibrated Cement Concrete Of Grade M-20, Nominal Mix 1:1.5:3 Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cement At Site Including Cost Of Form Work, Soft Water,Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification For Above Sill Level , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Providing And Fixing Class1 Pvc Seepage Pipes Of 110 Mm Dia Of Required Lengths For Retaining Walls Including Costs And Conveyance Of All Materials To Work Site And Labour Charges For Fixing, Including Backing Aggregate For Draining Seepage Water Etc., (Weep Hole) , Road A (Retaining Wall At Km.48/6,48/8 & 50/2) , Road A (Retaining Wall At Km.52/2,52/4 & 52/6) , Earthwork Excavation In All Classes Of Soils Except Hard Rock Requring Blasting Depositing On Bank With All Leads And Lifts As Per Ss 20B Including Cost Of All Labour,Materials, Tools, Equipments And All Incidential Charges Such As Bailing Out Water Providing And Maintaining Necessary Conferdams, Sheeting, Shoring, Bracing And Their Subsequent Removal, Removal Of All Logs, Stumps, Grubs And Other Deleterious Matter And Obstructions, Trimming Bottom Of Excavation Backfilling, And Cleaning The Site And Disposal Of All Surplus Materials Etc Complete As Per Relevant Standard Specifiation For Foundation Of Toe Wall , Road A (Toe Wall) , Road A (Breast Wall) , Vibrated Cement Concrete Of Grade M-15, Nominal Mix, 1:2:4, Using 40Mm Iss Hbg Metal Including Cost And Conveyance Of All Materials To Site Including Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths, Tools And Plants And Incidental Charges Such As Maintaining Of Protective Bunds, Cofferdams, Shoring, Strutting Etc; Complete As Per Relevant Standard Specification, Etc, Complete As Per Relevant Standard Specification For Footing Of Toe Wall , Road A (Toe Wall) , Road A (Breast Wall) , Vibrated Cement Concrete Of Grade M20 (Nominal Mix) Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cost Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Hire Charges For Tools And Plants And Incidental Charges Etc., Complete As Per Relevent Standard Specification For For Stem Of Plain Cement Concrete Toe Wall (Below Sill Level) , Road A (Toe Wall) , Road A (Breast Wall) , Vibrated Cement Concrete Of Grade M20 (Nominal Mix) Using 40Mm Iss Size Hbg Metal Including Cost And Conveyance Of All Materials To Site And Cost Cement At Site Including Cost Of Formwork, Soft Water, Labour Charges For Mixing, Transporting, Laying And Curing Concrete, Working At Depths Hire Charges For Tools And Plants And Incidental Charges Etc., Complete As Per Relevent Standard Specification For Stem Of Plain Cement Concrete Toe Wall (Above Sill Level) , Road A (Toe Wall) , Road A (Breast Wall) , Providing And Fixing Seepage Pipes Of 110Mm Pvc Pipes Of Required Lengths For Abutments And Wings Including Cost And Conveyance Of All Materials To Worksite, Cost And Labour For 900 Mm Dia. Semi-Spherical Backfill Arrangements With 100Mm Size Broken Granite Chips At The Periphery And Labour Charges For Fixing Etc., Complete To Drain The Backfill. -1 No. In The Toe Wall , Road A (Toe Wall) , Road A (Breast Wall) , Construction Of Cement Concrete Centre Median Kerb With Top And Bottom Width 150 And 165 Mm Respectively, 325 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, Foundation Concrete Laid Manually, All Complete As Per Clause 408. , Road A (Kerb Type Center Median ) , Filling Carted Earth In Between Gap For Median And Island And Above Road Level With Approved Materials Deposited At Site From Roadway Cutting And Excavation For Drain And Foundation Of Otherstructures, Spread, Greaded And Compacted As Per Cl:407 Of Morth , Road A (Kerb Type Center Median ) , Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm. Thick Including Reflectorising Glass Beads @ 250 Gms. Per Sqm. Area, Thickness Of 2.5 Mm. Is Exclusive Of Surface Applied Glass Beads As Per Irc: 35. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes Etc Complete As Per Mort&H Specification No.803 , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Reflective Road Studs Of Category A Raised Pavement Markers Made Out Of Poly Carbonate / Abs Moulded Body Confirming To Astm D 788 And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face With Retro-Reflectance And Chromaticity Values Conforming To Astm D4280. The Reflective Raised Pavement Markers Shall Also Confirm To The Morth Circular No Rw/Nh. 33023/10/97-Do.Iii Dt 11.06.97 And The Height,Width And Length Shall Not Be Less Than 15Mm, 90Mm And 100Mm And With Minimum Reflective Area Of 13Sq.Cm On Each Side And The Slope To The Base Shall Be 35+/- 5 Degree.Each Reflector Shall Have A Cil Not Less Than Values Specified In Table2 Of Said Morth Circular.The Strength Of Deatchment Of The Integrated Cylindrical Shanks,(Of Diamter Not Less Than 19*/- 2 Mm And Height Not Less Than 30*/- 2Mm )From The Body Is To Be A Minimum Value Of 500Kgf.Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manifactures Recommendation And Complete As Directed By The Engineer. The Marker Shall Support A Load Of 13635Kg Tested In Accordance With Astm D4280 And Confirming To Irc35-2015 Guide Lines And Morth Specification 804 Etc., Complete. , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012 (As Per Morth Specification No 801)(60 Cm Cirular Board) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012 (As Per Morth Specification No 801)(60Cm X 45Cm Rectangular Board) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012 (As Per Morth Specification No 801) 90 Cm Equilateral Triangle , Road A (Providing And Fixing For Road Furniture) , Providing And Erecting Of Retro Refectorised Hazard Marker Traffic Sign Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type-Iv Standards Of Irc 67-2012 And Astm D 4956-09, Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012(As Per Morth Specification No 801) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Retro Reflectorised Cautionary Mandatory And Informatiory Signs(Without Definitionboard) Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Iv Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 7 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012(As Per Morth Specification No 801) Stop Board , Road A (Providing And Fixing For Road Furniture) , Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign Made Out Of High Intensity Prismatic Grade Sheeting Confirming To Type Xi Standards Of Irc 67-2012 And Astm D 4956-09 , Specification And Fixed Over 2Mm Thick Alumininum Sheet Fixed Over A Back Supporting Frame Of 25Mm X 25Mm X 3Mm Mild Steel Angle And Supportred On Mild Steel Angle Iron Post 75 Mm X 75Mm X6mm With A Clear Height Not Less Than 2.10M From The Ground Level To The Bottom Of The Sign Board And 0.60M Below Ground Level.The Sign Post Should Be Painted As Per Irc 67-2012 And Firmly Fixed To The Ground By Means Of Properly Desigmed Foundation With M15 Grade Cement Concrete 45Mm X 45Mm X 60Cm Size Including Cost And Conveyance Of All Materials, Equipment, Machinery And Labour With All Leads And Lifts, Loading Charges Necessary For Satisfactory Completion Of The Work As Directed By The Engineer In Charge.High Intensity Retro-Reflectro Sheet Shall Consist Of Minimum Coefficient Of Retro-Reflction As Per Table 6.6 Of Irc 67-2012.The Retro-Reflective Sheeting Shall Be Covered Under 10 Year Warranty Issued For Field Performance And A Certified Copy Of Three Years Outdoor Exposure Report Shall Be Obtained As Per Irc 67-2012( For Location Of Blackspot,Curve,Sharp Bend,Junction,Ghat Roads And Critical Zone Application ( For Sign Having Area More Than 0.9 Sqm (Type Xi) , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Rigid Median Marker That Are Made Of Tough, High Impact Resistant, Injection-Molded, Thermoplastic Body With An Isosceles Trapezoidal Structure Of Length, Width And Height Not Less Than 15Cm, 10Cm And 10Cm Respectively And Thickness Not Less Than 1.8Mm, The Body Structure Shall Be Rounded At Its Acute Angle, All The Corners And Edges. The Plastic Used For Molding The Median Marker Shall Have A Minimum Notched Izod Impact Strength Value Of 600 J/M At Room Temperature, When Tested In Accordance With Astm D256 And Shall Retain At Least 70% Of This Value When Subjected To Accelerated Weathering For Looohrs As Per Astm G155 Or Ul746c. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body In The Injection Molding Process. The Median Marker Shall Have Rectangular-Shaped, Fluorescent Yellow Color Retro-Reflective Sheeting Of Size Not Less Than 8.5Cm*8.5Cm And With Fully Reflective Micro Prismatic Cube Corners As Its Retro-Reflective Elements As Per Irc 67 2012 And Astm D4956-09 Type Xi Specifications Reflectivity Values. The Retro-Reflective Sheeting Shall Be One Or Both Sides Of The Median Marker And Shall Be Edge Protected With No Exposed Edges Which Will Prevent Edge Lifting, Vandalism, Sheeting Damage, Etc. The Median Marker Shall Be Fixed By A Combination Of Epoxy Adhesive And Grouting. , Road A (Providing And Fixing For Road Furniture) , Supplying Of Solar Power Blinker: Including Solar Panel 60Wp, Solar Led Blinker With 300 Mm Dia (Led-192 Nos) - Red And Yellow, Charge Controller - 12V/5A, Smf 40Ah / 12V Battery, Visible Distance - 1000 Meters, 24 Hours Operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets And Other Accessories, Pole Height 17 Feet. Civil Works: ( Including Land Leveling, Cleaning And Digging Pits & Concrete Post Grounding )Erection And Commissioning Work: Pole Erection And Leveling Of Pole, Testing And Connection Of Batters, Charger Controller And Solar Panel Wiring Work , Road A (Providing And Fixing For Road Furniture) , Providing And Erecting W Metal Beam Crash Barrier: Providing And Ercting W Metal Beam Single Sided Double Guard Crash Barrier Comprising Of 3Mm Thick Corrugated Sheet Metal Beam Rail, 70Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5Mm Spaced 2M Centre To Centre, 1.05M High, 0.35M Below Ground/Road Level, All Steel Parts And Filments To Be Galvanized By Hot Dip Process, All Fittings Confirm 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 5Mm, 330Mm Long Complete As Per Clause 810. , Road A (Providing And Fixing For Road Furniture) , Supply And Fixing Of Kilometre Stone Of Standard Design And Drawing As Per Irc:8-1980 (Second Revision),Including Painting And Numbering Etc., And All Other Incidental Charges Etc., Complete. , Road A (Providing And Fixing For Road Furniture) , Supply And Fixing Of Hm Stone Of Standard Design And Drawing As Per Irc:26-1967, Including Painting And Numbering Etc., And All Other Incidental Charges Etc.,Complete , Road A (Providing And Fixing For Road Furniture) , Providing And Fixing Of Digitally Printed Retro-Reflectorized Overhead Gantry Informatory Sign Board Made Of Cube Corner Micro Prismatic Grade Sheeting Conforming To Type Xi Standards Of Irc 67:2022 And Astm D4956-09 Specifications, And Fixed Over 2Mm Thick Aluminum Sheet Mounted On A Back Supporting Frame Of Mild Steel L-Angle Of Size 50Mm X 50Mm X 6Mm.The Vertical Support Post For The Installation Of The Overhead Sign Gantry Shall Be Made Of 300Nb (Nominal Bore) Ms Pipe, 12Mm Thick, With A Ground Clearance Of 6 Meters, Along With 80Nb Ms Pipe (4Mm Thick) And 40Nb Ms Pipe (3.20Mm Thick) As Support Posts.Ms Base Plate Of Size 1200Mm X 1200Mm X 25Mm And Ms Top Plate Of Size 900Mm X 1650Mm X 16Mm Shall Be Used To Hold The Sign Board At The Bottom And Top, Respectively. Ms Stiffener Plates 8Mm Thick Of Sizes 420X420mm, 682X420mm, 288X288mm, 288X927mm, And 44X130mm Are To Be Used. Anchor Bolts Of 25Mm Diameter And 1000Mm Length Shall Be Used As Fixtures.The Approved Directional Information Should Be Digitally Printed And Shall Achieve 70% Of The Coefficient Of Retro-Reflection Values As Per Table 6.9 Of Irc 67:2022. The Latex Printer Used For Digital Printing Shall Utilize Inks With Low Voc Emissions And Must Have Greenguard And Ecologo Certifications As Per Ul 2801 Standards.The Retro-Reflective Sheeting Shall Be Covered Under A 10-Year Warranty For Field Performance, And A Certified Copy Of A 3-Year Outdoor Exposure Report Shall Be Obtained As Per Irc 67:2022 (As Per Mort&H Specification No.801).The Cantilever Sign Shall Be Installed At The Site As Per The Approved Structural And Foundation Drawings Provided In The Tender Document. The Work Includes The Cost And Conveyance Of All Materials, Equipment, And Machinery To The Worksite, Including All Labour Charges For Fixing The Gantry In Position, With All Leads And Lifts, Loading Charges, And Everything Necessary For The Satisfactory Completion Of The Work As Directed By The Engineer-In-Charge, Etc., Complete. Size: 12.00M X 1.8M , Road A (Providing And Fixing For Road Furniture) , Supplying And Installation Of Delineators (Road Way Indicators, Hazard Markers And Object Markers), 80-100 Cm High Above Ground Level, Painted At Alternatively Black And White In 15 Cm Wide Strips, Fitted With 80 X 100 Mm Rectangular Or 75 Mm Dia Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Conforming To Irc-79 Etc., Complete (As Per Mort&H Specification No. 806) , Road A (Providing And Fixing For Road Furniture) , Calculation Of Subtotal, Gst And Total Carried Out By System Automatically , Sub Total Amount For Above All Items (Excluding Gst) , Gst 18% For Above Subtotal Amount
Contract Date: Mar 03, 2026 Contract Value : ₹ 34.03 Crore
Government Departments No of Bidders 4
Tamil Nadu View Result →
34.
Defence #9787035 AOC
Bid Are Invited For Led Garden Light (V2) (Q2) , Switch Fuse Unit (Q3) , Xlpe Cable For Working Voltages Up To And Including 1.1 Kv As Per Is 7098 (Part 1) (Q2) , Molded Case Circuit Breakers (Mccb) As Per Is / Iec 60947 (Q3) , Light Emitting Diode Driver (Q4) , Pvc Insulated Unsheathed Cable With Flexible Conductor Isi Marked To Is 694 (Q2) , Mcb - Miniature Circuit - Breakers For A.C. Operation As Per Is / Iec 60898 (Part 1) (Q2) , Flat Cable, Aluminium Conductor With Pvc Insulation And Sheathed Isi Marked To Is 694 (Q2) , Elecric Bells And Accessories As Per Is 2268 (Q3) , Non Modular Piano Type Domestic Electrical Sockets Isi Marked To Is 1293 (Q3) , Non Modular Piano Type Domestic Fan Regulator Conforming To Is 11037 (Q3) , Modular Piano Type Domestic Fan Regulator Conforming To Is 11037 (Q3) , Modular Piano Type Domestic Electrical Switches Isi Marked To Is 3854 (Q3) , Non Modular Piano Type Domestic Electrical Switches Isi Marked To Is 3854 (Q3) , Modular Piano Type Domestic Electrical Sockets Isi Marked To Is 1293 (Q3) , Tower Bolts (Ferrous Metals) As Per Is 204 (Q3) , Electrical Cable Lugs (Q3) , Led Tube Light Fittings 20 Watt Complete , Led Inverter Batten 18 Watt Complete , Solar Led Garden Light With Pole 10 Watt , Led Inverter Lamp 9W B22 Base , Brass Flote Valve 15Mm , Brass Flote Valve 20Mm , Glass Plain 4 Mm Thick , Pvc Internal Fitting For Low Level Cistern , Glass Frosted 4Mm Thick , Pvc Float Valve Size 20 , Galvanised Mild Steel Wire Mesh , Cushion For Sofa 22 X21X4 Inch With Cover Tapestry , Glass Pane Glass Sheet 3Mm Thick , Stainless Steel Nobe For Curtain Rod , Pvc Connection Size 15 Mm X 450Mm , Sumica 8 Feet X4 Feet X1Mm , Pvc Urinal Pipe 40Mm Dia , Door Seal Brown 1.2M Long , Pvc Toilet Seat Cover , Pvc Waste Pipe 32Mmx800Mm Dia , Stainless Steel Tubular Drapery Rod 20Mm Dia , Corner Glass Shelf With Bracket Of Size 12 Inch X12 Inch , Pvc Float Valve Size 15 Mm , Gi Nipple 100 Mm Long 20 Mm Dia , Hand Gloves For 11 Kv , Aluminium Sliding Door Bolt 300 Mm , Gi Tank Nipple 20 Mm , Cp Spray Jet With Flexible Tube Size 15Mm X 1.5.Mtr Long , Gi Tank Nipple 15Mm , Gi Elbow Reducing 20X15 Mm , Stainless Steel Brackets Suitable For Curtain Rod , Aluminium Sliding Door Bolt 200 Mm , Corner Glass Shelf With Bracket Of Size 10 Inch X10 Inch , Pvc Connection Size 15 Mm X 600Mm , Fuse Wire Tinned Copper 16 Amp , Rubber Matting As Per Isi 1Mtrx2Mtrx19 Mm , Hyraulic Door Closer Universal Type , Ms Helical Spring Door Closer At Fruit Pattern Of Size 300Mm , Insulation Tape Green Colour , Gi Nipple 50 Mm Long 20 Mm Dia , Gi Union 15 Mm Isi Marked , Gi Pipe 15Mm Dia , Gi Nipple 100 Mm Long 15 Mm Dia , Cp Grating Round 100 Or 110Mm With Hole , Peg Set Of Six , Gi Tee Reducing 20X20X15 Mm , Pvc Bend 110Mm , Insulation Tape Red Colour , Pvc Long Bend For Low Level Cistern 32 Mm , Gi Pipe 20 Mm Dia , Thermostate For Gyser , Bow Handle Aluminium 150 Mm , Gi Nipple 50 Mm Long 15 Mm Dia , Door Stopper Aluminium , Butt Hinges Aluminium 125 Mm , Bow Handle Aluminium 100 Mm , Butt Hinges Aluminium 100 Mm , Ptmt Grating Doom 125Mm With Waste Hole , Gi Socket Reducing 20X 15 Mm , Paint White 1 Ltr , Pvc Conduit, Medium Grade, 20 Mm , Gi Socket 15Mm , Tower Bolt Aluminium 100Mm , Gi Nipple 150 Mm Lomg 20 Mm Dia , Gi Tee 20Mm , Pvc Elbow For Conduit, 20 Mm , Gi Nipple 15Mmx150 Long , Gi Nipple 15 Mm X100 Mm Long , Door Stopper Aluminium Body Tongular And Hard Rubber , Gi Nipple 15 Mm X75 Mm Long , Bow Handle Aluminiu 100 Mm , Gi Elbow 15Mm , Gi Nipple 20Mmx150 Mm Long , Gi Tee 15Mm , Fevicol 1 Kg Packet , Gi Elbow 20Mm , Butt Hinges Stainless Steel 75 Mm Superior Quality , Gi Union 20Mm , Butt Hinges Ms 75 Mm , Pvc Casing Caping 25Mm , Gi Nipple 20Mmx100 Mm Long , Gi Nipple 20Mmx75 Mm Long , Solar Road Stud Of Size 125X125X25 Mm , Cat Eyes Road Stud 90Mm X 110Mm X 17Mm Approx , Convex Curved Outdoor Traffic Wide Angle Blind Spot Mirror , Acrylic Dual Directional Delineator , Speed Breaker Retarders , Metal Beam Crash Barrier , Ceiling Fans 1200 Mm Sweep , Ceiling Fans 1400 Mm Sweep , Exhaust Fan 300 Mm Sweep , Exhaust Fan 450 Mm Sweep , Piano Type Switch Installation , Switch 5 Amp , Ceiling Rose , Led Batten Polycarbonate 22 Watt , Led Batten Polycarbonate 20 Watt , Led Batten Polycarbonate 18 Watt , Pvc Low Level Flushing Cistern 10 Litre , Gi Pipe 25 Mm Dia , Switch Socket Combination 6 Amp , Hydraulic Door Closer , Pvc Float Valve 20 Mm Complete , Cp Sprayjet With Flexible Tube 15 Mm 1.5 Metre Long , Pvc Float Valve 15 Mm Complete , Thermostate For Geyser , Led Batten Polycarbonate 12 Watt , Gi Pipe 15 Mm Dia , Pvc Waste Pipe 32X800Mm , Corner Glass Shelf 10 Inch By 10 Inch , Urinal Standard Size With Sensor , Sofa Cushion With Tapestry Cloth , Pvc Seat For Chair Verandah , Led Batten 9 Watt 2 Feet , Led Solar Bollar Light 2 Or 3 Watt , Led Solar Bollar Light 5 Or 6 Watt , Led Solar Bollard Light 9 Or 10 Watt , Led Batten 20 Watt Tricolor , Solar Led All In One Street Light 20 Watt , Solar Led All In One Street Light 30 Watt , Solar Led All In One Street Light 40 Watt , Solar Led Post Top Light 25 Watt , Led Kerb Stone Light , Led Invertor Bulb 10 Watt , Led Sensor Bulb 10 Watt , Led Invertor Street Light 120 Wat
Contract Date: Ref. Documents Contract Value : ₹ 3.35 Crore
Statutory Bodies & Commissions/Committees No of Bidders 5
Uttar Pradesh View Result →
35.
Petroleum and Natural Gas #9764596 AOC
Bids Are Invited For Supply And Installation Of Crash Barrier On Road Total Quantity : 18000
Contract Date: Ref. Documents Contract Value : ₹ 4.21 Crore
Statutory Bodies & Commissions/Committees No of Bidders 11
Gujarat View Result →
36.
Housing Urban and Rular Development #9577692 AOC
Repair Work Of Culvert Located At Km 1 Of Harpur Link Road In Ballia District - Constn. OfPatri with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5(By carted earth) 2 G.S.B.(Granular sub base) for filling in rain cut trenches as per drawing and technical specification 3 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si 4 Providing and laying boulders apron on river bed for protection against scour with stone boulder weighing not less than 40kg. Each complete as per drawing and technical specification. 5 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. 6 Plain cement concrete M25 mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 7 Struck cement pointing in 1:2 cement and fine sand mortar complete in all respect.As per MORT&H 13.2-1300 &2200 8 Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 9 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. 10 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, labourand T&P etc. Required for proper completion of the work. 11 Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 1.5mm. Thick supported on a mild steel angle iron post 75mm. X 75mmx6mm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing. 12 Providing and fixing of Hazard marker sign board retro-reflectorised as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 1.5mm. Thick supported on a mild steel angle iron post 75mm. X 75mmx6mm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing.
Contract Date: Feb 02, 2026 Contract Value : ₹ 27.29 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
37.
Housing Urban and Rular Development #9577686 AOC
Tender For Repair Work Of Culvert Located At Km 2 Of Nevada Road In Ballia District - Constn. OfPatri with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5(By carted earth) 2 G.S.B.(Granular sub base) for filling in rain cut trenches as per drawing and technical specification 3 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si 4 Providing and laying boulders apron on river bed for protection against scour with stone boulder weighing not less than 40kg. Each complete as per drawing and technical specification. 5 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. 6 Plain cement concrete M25 mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 7 Struck cement pointing in 1:2 cement and fine sand mortar complete in all respect.As per MORT&H 13.2-1300 &2200 8 Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 9 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. 10 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, labourand T&P etc. Required for proper completion of the work. 11 Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 1.5mm. Thick supported on a mild steel angle iron post 75mm. X 75mmx6mm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing. 12 Providing and fixing of Hazard marker sign board retro-reflectorised as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 1.5mm. Thick supported on a mild steel angle iron post 75mm. X 75mmx6mm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing.
Contract Date: Feb 02, 2026 Contract Value : ₹ 28.77 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
38.
Road Transport and Highways #9551712 Technical Bid
Tender For Strengthening At Km 20/4 - 34/460 Of Paramakudi - Keerandai Road (M-652) (Job.No.Tn-Crif-2025-26-Mdu-29); 1 Clearing Lightjungle with uprooting including all other incidental charges etc., as per MORTH standadrd specifications 2 Picking the existing BT Surface upto 50mm thick as directed by the Departmental officersand collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per clasue 111, 112,305.4.3 of MoRTH-V Revision etc., complete. 3 Providing and laying Tack Coat over Existing BT surface using 2 kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 4 Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 5 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm,0.43cum of 13.20-2.36mm and 0.08 cumof 2.36 mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hotmix plant20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver tothe specified grade sand cross section sand consolidated by 8-10 tonne Vibratory Roller to therequired density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tool sand plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 504 of MORTH Rev-5 6 Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36 mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materialsto CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of with mechanical paver tothe specified grade sand cross section sand consolidated by 8-10 tonne Vibratory Roller to therequired density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tool sand plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 504 of MORTH Rev-5 Grade-II 7 Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5 - 13.20mm, 0.24 cum of 13.20 - 2.36 mm and 0.26 cum of 2.36& below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucksto paver site, spreading the mix to uniform thickness of 50mm with mechanical pave to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH. 8 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance 9 RECONSTRUCTION OF PIPE CULVERT INTOSINGLE CELL BOX CULVERT (2m x 1.5m)AT KM 27/610 Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. 10 Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. 11 Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall. 12 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall 13 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet 14 Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. 15 Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification 16 Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications 17 Refilling behind Retaining wall with approved materials obtained from borrow pits with all leads and lifts, transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per Technical specification clause 303.1 and as per directed by Engineer in charge. 18 Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site,laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Grade V) - For Culvert portion 19 Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site,laying in uniform layers using pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 20 Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1)per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 21 Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 22 RECONSTRUCTION OF PIPE CULVERT INTOSINGLE CELL BOX CULVERT (2m x 1.5m)AT KM 32/580Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. 23 Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. 24 Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall. 25 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall ( Below sill level) 26 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet ( Above Sill level) 27 Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. 28 Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification 29 Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications 30 Refilling behind Retaining wall with approved materials obtained from borrow pits with all leads and lifts, transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per Technical specification clause 303.1 and as per directed by Engineer in charge. 31 Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site,laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Grade V) - For Culvert portion 32 Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site,laying in uniform layers using pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 33 Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1)per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 34 Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 35 Road FurnitureRoad 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 etc., complete as per MoRT&H specification No.803 36 Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providingtotal internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete 37 Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022.The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022.(as per MoRT&H Specification No.801) 90 cm equilateral triangle 38 60 cm x 45 cm rectangular Board 39 Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity PrismaticSheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary forsatisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 40 Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 700 mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 allcomplete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge 41 Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. 42 Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. 43 Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- incharge.High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC67:2022. (as per MoRT&H Specification No.801) 44 Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806) 45 Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc.,complete. 46 Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Tamil Nadu View Result →
Himachal Pradesh View Result →
40.
Housing Urban and Rular Development #9545212 Technical Bid
Tender for Rectification Of Black Spots By Way Of Installation Of Crash Barriers And Sign Boards On Thathri Kilotran Road
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
41.
Housing Urban and Rular Development #9493691 AOC
Tender For Road Safety And Signage Work Of Maurawa-Bihar Road(Odr) In District Unnao - STOP SIGN -Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 1.50 mm thick supported on a mild steel angle iron post 75x75x6 mm firmly fixed to the ground by meens of properly designed foundation with M-15 grade Cement concrete 45x45x50 CM, 60 cm below ground level as per approved drawing.(90 cm Octagonal) 2 Maximum Speed Limit: Providing and fixing of retro refflectonsed Cautonary mandatory and informaatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 801.3 fixed cover aluminum sning. 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm *6mm firmly fixed to the ground by means of propariy dsignd foundation with m-15 grade cment canc 45cm *45cm60cm, 60cm below ground level as per approved drawing. (60 cm circular) 3 Caution Board: Providing and fixing of retro refflectonsed Cautonary mandatory and informaatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 801.3 fixed cover aluminum sning. 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm *6mm firmly fixed to the ground by means of proparly dsignd foundation with m-15 grade cment canc 45cm *45cm60cm, 60cm below ground lvel as per approved drawing. (90 cm quilaterial triangle) 4 HAZARD MARKER:Providing and fixing of retro refflectonsed Cautonary mandatory and informaatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 801.3 fixed cover aluminum sning. 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm *6mm firmly fixed to the ground by means of propariy dsignd foundation with m-15 grade cment canc 45cm x 45cm x 60cm, 60cm below ground lvel as per approved drawing.(Size-30cmx90cm) 5 Informatory Board : Providing and fixing of retro refflectonsed Cautonary mandatory and informaatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 801.3 fixed cover aluminum sning. 1.5 mm thick supported on a mild steel angle iron post 75 mm * 75 mm *6mm firmly fixed to the ground by means of proparly dsignd foundation with m-15 grade cment canc 45cm *45cm60cm, 60cm below ground lvel as per approved drawing. (90 cm quilaterial triangle) 6 Centre Line & Edge Line : Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be lever, uniform and free streaks & holes. 7 REPEATED BAR: Providing and laying of hot applied thermoplastic compound 5.00 mm thick including reflectorising glass beads @250 gms/sqm area as per IRC 35 8 CRASH BARRIER: Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level. all steel parts and fragments to be galvanised by hot dip processs. all 9 6M Span over head Cantilever Structure with 300 dia MS one vertical post: Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS 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 fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:35 cement coarse sand and 40 mm gauge stone ballast. RCC withand 1.24 cement coarse sand and 20 mm stone grit including supply and foxring of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect The Rates shall include cost of design fabrication, supply. transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. 10 Retro Reflective Sheet: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, almunium composite panel (ACP) as base board, micro prismatic retro-reflective sheet and electro cut coloured 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 Sam and each panel shall be braced diagonally (one way only) with MS angle The MS frame module shall have lend not more than 3 mtr. The aluminum composite panes (AGP) shall have a thics of 4mm with 0.5mm thick Sam skin of aluminium on both sides The ACP shall be fixed on the MS frame with pup 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 foxed 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 while quoting tender The
Contract Date: Feb 07, 2026 Contract Value : ₹ 40.33 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
42.
Housing Urban and Rular Development #9477178 Technical Bid
Tender For Repair Work Of Bridge Situated On Nagpura Tons River - Providing and applying tack coat with VG.- 10using emulsion pressure distributor at the rate of 0.30 kg per sqm in the norms bituminous surface cleaned with mechanical broom . 2 Providing and layingbituminous concrete with 100-120 TPH batch type hot mix plantproducing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects. 3 Painting of railing with adequotecoats with enamel paint to give uniform finish 4 Supplying and installation of delinators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. 5 Supply and fixing of Cat-Eye including all accessories required for proper completion of the work. 6 Direction and place identification signs upto 0.90 sqm. Size board . Providing and erecting direction and place identification retro-reflectorised sign as per IRC-87 made of high intensity grade sheeting. The Retro reflective sheeting shall be tested for a certificate of having sheeting tested for coefficient of tetro reflection, daytime colour and liminance, shrinkage, flexibility, liner removal, adhesion, impact resistance specular gloss and furgus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Internation/Governmentlaboratory as per MoRTH specification No. 801.3.7 Sheet fixed over aluminium sheeting 2mm. thickwith area not exceeding 0.9 sqm. . Supported on a mildsteel single angleiron post 75x75x6mm. firmly fixed to the ground by means of proerly designed foundationwith M-15 grade cement concrete 45x45x60cm. below ground level as per approved drawing complete. 7 Providing and laying of hot applied thermoplastic compound 2.5mm. Thick including reflectorising glass beads @ 250 gms per sqm. Area, Thickness of 2.5mm. Is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and freee from streak and holes 8 Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 9 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si 10 Constn. Of K.C. Drain including all materials labour tools and plants etc. Required for proper completion of the work. 11 Providing and laying boulders apron on river bed for protection against scour with stone boulder weighing not less than 40kg. Each complete as per drawing and technical specification. 12 Constn. OfPatri with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5(By carted earth)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
43.
Housing Urban and Rular Development #9437582 AOC
Tender for Installation Of Metal Beam Crash Barriers At Different Roads Under Tamluk Highway Division In The District Of Purba Medinipur, Project Id - Tr252644694s000
Contract Date: Feb 26, 2026 Contract Value : ₹ 1.75 Crore
Government Departments No of Bidders 3
West Bengal View Result →
44.
Road Transport and Highways #9424651 AOC
Improvements At Km 20/0 - 22/0 And 24/2 - 26/300 Of Koothanallur - Adichapuram - Kandamangalam - Vedapuram - Kalappal - Thiruthuraipoondi Road Including Reconstruction Of Pipe Culvert At Km 21/10, 24/4, 24/6, 24/8 And Reconstruction Of Box Culvert At; 1 Clearing the light jungles including weeding out shrubs bushes, vegetables, growth etc as per specifications and Directions of Engineers in charge 2 Picking existing B.T surface of varying thickness and removingthe picked surface to a distance up to 100m and lift upto 3m away from site as directed by departmental officers includingcharges for tools andplants and all other incidental chargesetc., complete as per cl 202 of MORT&H specification (V Revision) 3 Earth work excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway in accordance with specification and the lines grades and cross section shown in the drawings or as directed by the Engineer in charge (Box Cutting) as per MORT&H V Clause 111, 112, 202, 301, 302, 303, 305 & 900. 4 Providing, laying,spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site,laying in uniform layers using pavers in SubBase course on prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Grade- V 5 Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mmthick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper tosite, laying in uniform layers using pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller toacheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 6 Providingand layingPrimeCoat overWBM/WMM surface using 7Kgof Emulsion Bitumen SS1) per 10sqm for preparatory to another bituminous construction overit,including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 7 Providing and laying TackCoat overWBM/WMMsurface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 8 Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 9 Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 10 Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cumof 37.50-3.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per10sqm including cost and conveyance of all materials to CM site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks tosite, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross ections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler , tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all otherincidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH rev-5. 11 Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00 9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mixplant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix touniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the requireddensity etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools andplant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 12 Providing and laying Bituminous Concrete to 50mm thick using 0.22cum of 26.5-13.20mm, 0.24cum of 13.20-2.36mm and 0.26cum of 2.36& below IRC HBGmetal with 62.40kgs ofVG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mixplant 20-30ton capacity, conveying the mix by tipper trucks topaver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory Roller to the required density etc., including labour for attendingtopaver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH. 13 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositingonbankwith all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments andall incidental charges, includingcompacting withpower roller, watering, includingall hire and fuel charges for all tools and plants, removal of other deleteriousmatter and obstructions, trimming of bottomof excavationback filling, clearingup the site anddisposal of all surplusmaterials etc., complete as per standard specification.ForCartedEarthwithcompactionformaking up of low berms 14 Reconstruction of Box culvet Km 20/2,25/2Dismantling the the existing Plain Cement Concrete in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. 15 Dismantling of existing Brick work / Stone Masonry in cement mortor including T & P and scaffolding whenever necessary, sorting the dismantled material disposal of unserviceable material and stacking carefully the serviceable materials for all leads & lifts, as per standard specificationDismantling of existing pipe culvert 16 Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation 17 Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. 18 Vibrated Cement Concrete of grade M25 (Nominal mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification 19 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, ompacting, curing all incidental charges etc., complete for Wing wall and Parapet. 20 Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. 21 Refilling with excavated soil ( other than sand) complying with standard specification for filling in foundation and basement 22 Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyanceof all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings 23 Reconstruction of Pipe culvet Km 21/10,24/6,24/8Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. a)Dismantling brick masonry in cement mortar 111,112,202 24 Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearingthe site and disposal of all surplus materials etc. complete as perstandard specification for foundation of Body wall and pipes. 25 Plain Cement Concrete M15 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall. 26 Vibrated Cement ConcreteM15 grade mix using 40mm ISS size hard broken granite metal includingcost and conveyance of allmaterials fromapprovedquarry toworksite includingcost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curingwith all leads for soft potable water, working in all depths including hire, running and fuel charges for all toolsandplantsemployedasper standard specification for Body wall. 27 Supplyof 1200mmdiaRCCNP3 classpipes confirming to IS458 n as directed by the departmentalofficers including cost andconveyanceof pipes to the worksit eandall other incidental charges etc., complete as per standard specification. 28 Laying and fixing of 1200 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes 29 Gravel filling including cost and conveyance of Grarel to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification. 30 Reconstruction of Pipe culvet Km 24/4Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. a)Dismantling brick masonry in cement mortar 111,112,202 31 Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearingthe site and disposal of all surplus materials etc. complete as perstandard specification for foundation of Body wall and pipes. 32 Plain Cement Concrete M15 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall. 33 VibratedCementConcreteM15grademixusing40mmISSsizehard broken granite metal includingcost andconveyanceof allmaterials fromapprovedquarry toworksite includingcost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curingwith all leads for soft potable water, working in all depths including hire, running and fuel charges for all toolsandplantsemployedasper standard specification for Body wall. 34 Supplyof 1200mmdiaRCCNP3 classpipes confirming to IS458 n as directed by the departmentalofficers including cost andconveyanceof pipes to the worksit eandall other incidental charges etc., complete as per standard specification. 35 Laying and fixing of 1200 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes 36 Gravel filling including cost and conveyance of Gravel to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification. 37 Construction of Retaining Wallat Km 20/2 & 21/6Earth work excavation in foundation trenches including all shoring and strutting where required etc., including dressing of bottom & sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/ foundation with either excavated material or borrow soil as necessary in 15 cm layers with compaction including disposal of all surplus soil, including taking all necessary safety precautions and traffic management measures as per clauses 304 & 2903 of MORT& H Technical specifications and as directedby Engineer, with all leads and lifts etc., complete in all types of soils.. 38 Plain Cement Concrete M20 nominal mix40 mm ISS graded hard granite broken metal including cost and coveyance of all materials to site including cost and conveyance of cement including labour charges for mixing transporting, laying and curing concrete, cost of form work, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Foundation 39 Vibrated Cement Concrete of grade M20 40mm HBG metalincluding cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges suchas maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification forFOUNDATION(Below sill) 40 Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) 40mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges suchas maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification forBody Wall(above sill level) 41 Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS. 42 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositingonbankwith all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments andall incidental charges, includingcompacting withpower roller, watering, includingall hire and fuel charges for all tools and plants, removal of other deleteriousmatter and obstructions, trimming of bottom of excavation back filling, clearingup the site anddisposal of all surplusmaterials etc., complete as per standard specification. ForCarted Earth with compaction for making up of low berms 43 Refilling with available Excavated Earth for filling inlayers, not exceeding limits including watering and tamping includingall labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907 44 Road FurnitureRoad 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 @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT & H specifications No. 803 45 Providing and Fixing reflective road Stud of category A raised pavement markers made out of poly corbonate / methyl methecrylate/ ABS moulded body confirming to ASTM D788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with rectro-reflectance and chromaticaly values conforminmg to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97 and the length height and width of the body shall not be less than 100mm 15mm and 90mm and with minimum reflective area of 13Sq.Cm on each side and the slope to the base shall be 35+/-5 degree. Each reflector shall have a CIL not less than values specified in Table II of said MORTH Circular. The strength of detachment of the integrated cyliderical shanks , (of Dia metre not less than 19+/- 2mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture recommendation and the complete as dircted by the Engineer. The Markers will support a load of 13635 Kg tested in accordence with the ASTM D4280 and confirming to IRC 35 - 2015 guidelinesand MORTHSpecification 804 etc. complete. For Road Markers/ Road Stud with Lens Reflector. 46 Providing and erectingof Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) Made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the botttom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67- 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cmx60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in the charge. High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7year warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) 90Cm equilateral Triangle 47 Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09,specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge.High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as perIRC 67:2012. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular. 48 Providing and erecting Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) ii) Rate per sqm (for sign having area more than 0.9 sqm) Type-IV more than 0.90 sqm 49 Providing and erecting Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) ii) Rate per sqm (for sign having area more than 0.9 sqm) Type-IV less upto 0.90 sqm 50 Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) 60cm X45 cm Rectangle 51 Providing and erecting Single sided Double Guardmetal beam crash barrier system 1.80m high, comprising of 3mm thick all W beams, posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360. Anddip galvanized having Zinc mass of 550 gms / Sqm. minimum 95mm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm. spaced 2mtr centre tocentre, 312mm x 83mmflange width x 3mm thick, 4318mm long. Post directly embedded in the concrete (M15) pit sixe350 x 350 x 800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS : 1367 clause 4.6 all complete as per Technical specifications and as directed by the Engineer-in-charge. 52 Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&H specification No. 806) 53 Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., andall other incidental charges etc., complete. 54 Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete. 55 Base Cost Estimate
Contract Date: Feb 14, 2026 Contract Value : ₹ 8.17 Crore
Government Departments No of Bidders 3
Tamil Nadu View Result →
45.
Rural Development #9388279 Technical Bid
tender for 1 Construction of H.LRCCBridge( 8 X 21.750 m) in between T01se Sonwarsha path under Shamho Akha kurha Block in the district of Begusarai 2 Excavation for Structures , Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. up to 3.00 m depth . 3 Providing and laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation Completeas per drawing and technical specification. As per MORTH clause No. - 1200& 4 Plain cement concrete in open foundation complete as per drawing and technical specifications PCC GradeM -15below abutmentwell cap 5 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification RCCM-35 in Well curb 6 Providing Plain Cement concreteWith Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , PCC M-25 in Well Bottom plug 7 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , RCC M-25in Well steining 8 Providing Plain Cement concreteWith Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , PCC M-25 in Well Intermediate plug 9 Well Sinking as per technical specification 10 Depth 0.00m to 3.00 m (Clay Soil) 11 Depth 3.00m to 10.00 m (SandySoil) 12 Depth 10.00m to 20.00 m (SandySoil) 13 Depth 20.00m to 30.00 m (SandySoil) 14 For 7.00 m dia well :;Pier 15 Depth 0.00m to 3.00 m (Clay Soil) 16 Depth 3.00m to 10.00 m (SandySoil) 17 Depth 10.00m to 20.00 m (SandySoil) 18 Depth 20.00m to 30.00 m (SandySoil) 19 Sand Filling in Wells complete as per Drawing and Technical Specifiction. As per MORTH clause No. - 1207 20 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , RCCM-35 in Well Cap 21 Supplying, fitting and placing HYSD bar reinforcement in foundationcomplete as per drawing and technical specifications,TMT infoundation , refer BBS ,Qty = 67.622+155.612 =223.234 t 22 Confirmatory boring at Abutment and Pier Location 23 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 25 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsHeight upto 5m , RCC Grade M30 26 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications ,RCC Grade M30 , Height 5m to 10m 27 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical, reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139= 28 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 29 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. 30 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specificatio,RCC Grade M 30, Height 5m to 10m 31 Reinforeced Cement Concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification 32 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 33 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 34 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 35 Strip Seal Expansion Joint , Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation. 36 Drainage Spouts complete as per drawing and Technical specification 37 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 38 Painting on concrete surface , Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. 39 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising ofPrestressed / Reinforced cement concrete grade M-20 & above 40 Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 41 Construction of Embankmentwith Material obtained from BorrowpitsConstruction of embankment with approved material obtained from borrow pits with 1.5m lifts and lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 42 Construction of Subgrade and Earthen Shoulders , Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 43 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) , Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with tractor mounted grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 44 WBM Grading 3 by Mechanical Means , proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 45 Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsionusing emulsion pressure distributor at the rate of 0.25 kg 46 Prime Coat , Providing and applying primer coat with SS1 grade bitumenemulsion on prepared surface of granular Base including 47 Bituminous Macadam Grading-II , Providing and laying bituminous macadam with highercapacity hot mix plant using crushed aggregates of specified 48 Semi-Dense Bituminous Concrete , Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. 49 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 50 Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 51 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 52 Construction of Embankmentwith Material obtained from BorrowpitsConstruction of embankment with approved material obtained from borrow pits with 1.5m lifts and lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 53 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) , Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with tractor mounted grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 54 WBM Grading 3 by Mechanical Means , proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 55 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . 56 Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. 57 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 58 600 mm equilateral & triangle 59 600 mm circular 60 600 mm x 450 mm rectangular 61 900 mm side octagon 62 Printing New Letters and Figures of any Shade 63 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 64 Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. 65 Type - A, W : Metal Beam Crash Barrier Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 66 (I)Providing and Fixing Logo of MMGSUY Project :-Providing and fixing of typical MMGSUY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 67 Labour Cess 1% 68 Seigniorage Fee @10%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Bihar View Result →
46.
Rural Development #9388272 Technical Bid
TENDER FOR 1 Construction of H.LRCCBridge( 6 X 21.750 m) in between Mathar Kasimpur Kurmi Tola Road and Gupta Lakhminiya RCD Road under Matihani Block in the district of Begusarai . 2 Excavation for Structures , Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. up to 3.00 m depth . 3 Providing and laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation Completeas per drawing and technical specification. As per MORTH clause No. - 1200& 4 Plain cement concrete in open foundation complete as per drawing and technical specifications PCC GradeM -15below abutmentwell cap 5 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification RCCM-35 in Well curb 6 Providing Plain Cement concreteWith Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , PCC M-25 in Well Bottom plug 7 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , RCC M-25in Well steining 8 Providing Plain Cement concreteWith Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , PCC M-25 in Well Intermediate plug 9 Well Sinking as per technical specification 10 Depth 0.00m to 3.00 m (Clay Soil) 11 Depth 3.00m to 10.00 m (SandySoil) 12 Depth 10.00m to 20.00 m (SandySoil) 13 Depth 20.00m to 30.00 m (SandySoil) 14 For 7.00 m dia well :;Pier 15 Depth 0.00m to 3.00 m (Clay Soil) 16 Depth 3.00m to 10.00 m (SandySoil) 17 Depth 10.00m to 20.00 m (SandySoil) 18 Depth 20.00m to 30.00 m (SandySoil) 19 Sand Filling in Wells complete as per Drawing and Technical Specifiction. As per MORTH clause No. - 1207 20 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , RCCM-35 in Well Cap 21 Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 225.00 per m for service Road. 22 Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well in one water 23 Supplying, fitting and placing HYSD bar reinforcement in foundationcomplete as per drawing and technical specifications,TMT infoundation , refer BBS ,Qty = 67.622+155.612 =223.234 t 24 Confirmatory boring at Abutment and Pier Location 25 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 26 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 27 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsHeight upto 5m , RCC Grade M30 28 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications ,RCC Grade M30 , Height 5m to 10m 29 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical, reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139= 30 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 31 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. 32 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specificatio,RCC Grade M 30, Height 5m to 10m 33 Reinforeced Cement Concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification 34 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 35 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 36 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 37 Strip Seal Expansion Joint , Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation. 38 Drainage Spouts complete as per drawing and Technical specification 39 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 40 Painting on concrete surface , Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. 41 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising ofPrestressed / Reinforced cement concrete grade M-20 & above 42 Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 43 Construction of Embankmentwith Material obtained from BorrowpitsConstruction of embankment with approved material obtained from borrow pits with 1.5m lifts and lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 44 Construction of Subgrade and Earthen Shoulders , Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 45 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) , Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with tractor mounted grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 46 WBM Grading 3 by Mechanical Means , proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 47 Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsionusing emulsion pressure distributor at the rate of 0.25 kg 48 Prime Coat , Providing and applying primer coat with SS1 grade bitumenemulsion on prepared surface of granular Base including 49 Bituminous Macadam Grading-II , Providing and laying bituminous macadam with highercapacity hot mix plant using crushed aggregates of specified 50 Semi-Dense Bituminous Concrete , Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. 51 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 52 Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 53 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 54 Construction of Embankmentwith Material obtained from BorrowpitsConstruction of embankment with approved material obtained from borrow pits with 1.5m lifts and lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 55 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) , Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with tractor mounted grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 56 WBM Grading 3 by Mechanical Means , proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 57 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . 58 Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. 59 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 60 600 mm equilateral & triangle 61 600 mm circular 62 600 mm x 450 mm rectangular 63 900 mm side octagon 64 Printing New Letters and Figures of any Shade 65 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 66 Type - A, W : Metal Beam Crash Barrier Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 67 (I)Providing and Fixing Logo of MMGSUY Project :-Providing and fixing of typical MMGSUY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 68 Labour Cess 1%
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Bihar View Result →
47.
Road Transport and Highways #9384767 Technical Bid
Installation Of Metal Beam Crash Barrier In Various Location Of Rajamunda Barkote Section Of Nh 143 From Km 287.200 To Km. 337.185 In The State Of Odisha
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 15
Odisha View Result →
48.
Road Transport and Highways #9376319 Technical Bid
Tender For Renewal Of Harihara Taluk Hosapete -Shivamogga Sh-25 Road From Km 116.50To120.00 (Job No.Crif-Knt-2023-24-238) ; 1 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material By Mechanical Means using Motor Grader. including loading and unloading Complete as per MoRTH specifications. with all lead and lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of workBy mechanical means. 2 Dismantling of Kerb Stone Dismantling kerb stone by manual means and disposal of dismantledmaterial with all lifts and lead 3 Cast in Situ Cement Concrete M20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mmprojection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 -PCC M20 grade for kerb Cast in Situ 4 Construction of sub-grade and earthen shoulders (Filling With Fresh Soil) with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layersand compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation). Complete as per MoRTH , with all lead and lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of work 5 Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete,all leadand lift with all other incidental chargesetc., with all leadand lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of work 6 Dense Graded Bituminous MacadamDense Graded Bituminous Macadam Grading -IProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 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 completewith all lead and lift with all other incidental chargesetc., complete..as per the direction of the Engineer-In-Charge for successful completion of work50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix)NOTE :- Protection of DGBM layer is as per Clause504.5 of MORTH Specification for roads and bridges , 5th revision . 7 Bituminous Concrete Grading -IIProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. 30-40 mm compacted thickness Complete as per MoRTH specifications and as directed by Engineer-in-charge for successful completion of work. Grading-2 with 5.4% Bitumen( as per job mix)30mm compacted thickness Using VG-30 grade Paving Bitumen. 8 Metal Crash Barrier Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete Type A. and as per the direction of the Engineer-In-Charge for successful completion of work. 9 PART-BRoad 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 at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. 2.5mm thick Complete as per MoRTH specifications including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 10 Providing and laying of hot applied thermoplastic compound 10 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 10 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materialsall labour, lead, lifts, loading, unloading transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 11 Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing,including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 12 Project Display board of size 1.80 x 1.60 and 2.8 M from ground level : Providing and erecting Project Display Board of size 1.80 vertical x 1.60 M Horizontal made of Cold Rolled coil sheet 16 guage (1.60mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6mm 2 Nos firmly fixed to the ground by means of property designed foundation with M 15grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.80 M from ground levelas per approved drawing (Excluding cost of lettering) including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 13 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made ofhigh intensity grade micro prismatic HIP type IV sheeting,fixed over aluminium sheeting, 2 mm thick supported on Class B GI pipe 3.50m long of 80 mm outer dia, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 90 cm equilateral triangle 14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made ofhigh intensity grade micro prismatic HIP type IV sheeting,fixed over aluminium sheeting, 2 mm thick supported on Class B GI pipe 3.50m long of 80 mm outer dia, firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.60x50 cm rectangular 15 Road Delineators. Supplying and installation of delineators (Roadway indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80*100mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts loading, unloading transporting etc.,complete and as per the direction of the Engineer-In-Charge for successful completion of work. 16 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/-2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer Complete as per MoRTH specifications including all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/-2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer Complete as per MoRTH specifications including all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Karnataka View Result →
49.
Public Administrative Department #9346947 Technical Bid
Tender For Annual maintenance Works As Per Requirement Of Talegaon Dabhade Municiple Council Tal Maval Dist Pune-Fixing chainage Stone/ Appex stones. Trial pit in earth soil upto depth 1.5 M Trial pit in earth soil upto depth 3.00 M Trial pit in H.M. upto depth 1.50 M Trial pit in H.M. upto depth 3.00 M Trial pit in H.M.B. upto depth 1.50 M Trial pit in H.M.B. upto depth 3.00 M Fixing survey pegs in soil . Reconnaissance survey of alignment in plain without chaining. Reconnaissance survey of alignment in plain with chaining. hilly road without chaining. Reconnaissance survey of in hilly road with chaining. Detailed survey in plain with cross section . Detailed survey of partly earthwork with cross section . Detailed survey in hilly area with cross section . Detailed survey utilizing existing cart track with cross section . Providing & Fixing wooden survey pegs. Catchment area traverse survey of minor stream. Cutting down branches for Motorable road. Planetable survey for Buildings upto 1 Acre. Preparation of Plane table survey for Buildings above 1 Acre. Reconnaissance survey with L and X section at 30 M. Preparation of Plans and Estimates of road. Survey of C.D. works. Survey of raised causeway . Detailed plans and estimates of Raise causeway . Survey of stream having catchment upto 1 sq. mile . Survey of stream having catchment upto 1 to 5 sq. mile . Reconnaissance survey for approaches to the bridge. Fly levelling . Detailed survey of approaches. Longitudinal section of streams. Demarcation of (ROW). Preparation of L.A. Proposal of New Alignment. Preparation of L.A. Proposal of Existing Alignment. Total station Survey in Plain Terrain for New alignment . Total station Survey in Plain Terrain for existing alignment. Trial bores in Quartzite rock with diamond drill with Nx Bit. Trial bores in Quartzite rock with diamond drill with Ax Bit. Trial bores in other rock with diamond drill. Providing tun tappa core boxes . Temporary platform upto 1 m of standing water . Temporary platform to the depth of standing water 1 m to 2 m. Temporary platform to the depth of standing water above 2 m Temporary platform for inspection using 4 M.S. empty barrels. Conveying the boring machine. Shifting boring plant and reinstalling. Inspection logging Report by core recovery. Providing detailed Geological report Preparing land plans for Private / Forest Auto CAD Preparation of Index/Key/ Widening Scheme Plan with Auto CAD Survey of C.D. works including L/S of Road Design of Major Junctions Design of Minor Junctions Preparation of Flyover GAD Plan Preparation of Feasibility Report Preparation of Auto CAD drawing with colour print of A0 size. Preparation of Auto CAD drawing with colour print of A-1 size. Preparation of Auto CAD drawing with colour print of A-2 size. Providing colour print of A-0 size. Providing colour print of A-1 size. Providing colour print of A-2 size. Providing colour print of A-3 size. and DVR System Extra charges for every additional lane. Providing of Jeep/vehicle for conveying surey material, Engineers, labours etc. complete. Cutting down trees girths above 30 cm. to 60 cm. Cutting down trees with girths above 60 cm. to 90 cm. Cutting down trees with girths above 90 cm. to 180 cm. Cutting down trees with girths above 180 cm. to 270 cm. Cutting down trees with girths above 270 cm. to 450 cm. Cutting down trees with girths above 450 cm. Clearing grass and removal of rubbish. Clearing road land including uprooting grass, bushes and trees girth up to 300 mm & disposal upto 1000 M. Ex. for roadway in soil by Manual Means. (With Prior Permission of S.E. only). Ex. for roadway in soil. Ex. for roadway in H.M. Ex. for roadway in S.R. Ex. for roadway in H.R. by controlled blasting Ex.roadway in H.R. by wedging and chiselling Ex. for gutter in soil. Ex. for gutter in H.M. Preparing embankment to 97% S.P.D. for a lead of 300 to 500 m. Providing earthwork Departmental Land. Providing earthwork from Other sources. Supplying Hard Murum H.M.Sidewidth Supplying/ Spreading/ Compaction etc. Complete. Supplying Soft Murum Spreading H.M./S.M. Compacting H.M.side width with Vibratory Roller. Picking W.B.M.surface. Picking B.T.Surface. Dry rubble stone pitching. Lime Treated Soil for Sub- Base. Cement Treated Soil Sub Base. Lime Stabilisation for Improving Subgrade .By Mechanical Means. Construction of embankment with Flyash. G.S.B. with Gr.I close graded Material by Plant Mix Method. G.S.B. with Gr.II close graded Material by Plant Mix Method. G.S.B. with Gr.II close graded Material by Mix in Place Method. G.S.B. with Gr.III close graded Material by Mix in Place Method. Lime, Fly ash stabalised soil sub-base Cement Treated Crushed Rock.For Subbase. Cement Treated Crushed Rock.For Base Course. Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Dismantling of Flexible Pavements of Bituminous courses. Dismantling of cement concrete pavement by mechanical means Making 50 mm x 25 mm Furrows Making 50 mm x 50 mm Furrows W.B.M. with Grading-I.Using Screening Type-B. W.B.M. with Grading-II.Using Screening Type-B. Crushed Cement Concrete Sub-base / Base Penetration Coat Over Crushed Cement Concrete Base Wet Mix Macadam Crusher Run Macadam Base By Mix in Place Method 53 mm. Crusher Run Macadam Base By Mix in Place Method 45 mm. Crusher Run Macadam Base By Mix in Plant Method 53 mm. Crusher Run Macadam Base By Mix in Plant Method 45 mm. Dismantling B.T. Surface by cold milling. Tack Coat B.T. using Bitumen VG-30 3.00 Kg /10 Sq.m Tack Coat on Granular surface with primer using Bitumen VG-30 at 2.75 Kg /10 Sq.m Tack coat on Concrete at 3.25 Kg /10 Sq.m. Tack coat with Emulsion 0.20 kg per sqm on BT. 75 mm M.P.M. on W.B.M. with 70% Hand Broken Metal. 75 mm M.P.M. on W.B.M. with 100% crusher broken metal. 75 mm M.P.M. on B.T. with 70% Hand Broken Metal. 75 mm M.P.M. on B.T. with 100% crusher broken metal. 50 mm M.P.M. on W.B.M. with 70% Hand Broken Metal. 50 mm M.P.M. on W.B.M. with 100% 50 mm M.P.M. on B.T. with 100% crusher broken metal. B.U.S.G. 75 mm with Bitumen VG-30 B.M. Gr-1 with Batch Mix SCADA with 3.3% Bitumen VG-30. B.M. Gr-1 3.3% PLC Drum Mix SCADA, VTS, Sensor Paver with VG 30. D.B.M. Gr-1 SCADA Batch Mix with VG-30 and Stone Dust Filler. D.B.M. Gr-1 PLC Drum Mix SCADA, VTS, Sensor Paver with VG 30. B.C. Gr-1 with SCADA and Batch Mix with 5.2% Bitumen VG-30 and Stone dust Filler. B.C. Gr-1 Drum Mix SCADA, VTS, Sensor Paverwith 5.4% VG 30. Type A seal coat using Bitumen VG- 30 Type B Batch Mix seal coat using Bitumen VG-30 Surface Dressing with 19 mm chipping and Bitumen VG-30. Open Graded Carpet over B.T. with Drum Mix SCADA and Vibratory Roller. Non SCADA Open Graded Carpet over B.T. with Drum Mix and Vibratory Roller. Open Graded Carpet over M.P.M. with Drum Mix SCADA and Vibratory Roller. Non SCADA Open Graded Carpet over M.P.M. with Drum Mix and Vibratory Roller. Type-A Premix Seal Coat, 9 mm. thick, using VG-30 bitumen. M-30 PCC Concrete Road With Batch Mix Plant with Paver. M-35 PCC Concrete Road With Batch Mix Plant with Paver. M-40 PCC Concrete Road With Batch Mix Plant with Paver. M-30 PCC Concrete Road With Batch Mix Plant without Paver. M-35 PCC Concrete Road With Batch Mix Plant without Paver. M-40 PCC Concrete Road With Batch Mix Plant without Paver. M-30 PCC Concrete Road With Fly Ash and Batch Mix Plant with Paver. M-35 PCC Concrete Road With Batch Mix Plant Fly Ash and with Paver. M-40 PCC Concrete Road With Batch Mix Plant Fly Ash and with Paver. M-30 PCC Concrete Road With Fly Ash and Batch Mix Plant without Paver. M-35 PCC Concrete Road With Batch Mix Plant Fly Ash and without Paver. Providing and fixing 12 mm dia. HYSD tie bars. Cutting transverse contraction joints. Providing polysuphide sealent to contraction joints. Providing and laying 125 micron LDPE sheet Paving Blocks 80 mm thick M-40. Paving Blocks 100 mm thick M-40. M-30 Tremix Concrete 200 mm thick With VSI Sand. Refilling with bitumen. M-30 Tremix Concrete 200 mm thick with VSI sand. Refilling with Polysulfide Sealent. Trap Guard Stone fixing in 1:4:8 Trap Guard stone fixing in ground . M15 R.C.C. guard stone in C.C. 1:4:8 200 m. stone Ordinary Km. Stone. 5th Km. Stone Dismantling 5th Kilometre Stone . Dismantling Ordinary Kilometre Stone Dismantling Hectometre stone. Painting 200 M stone Painting ordinary KM stone Painting span,location on masonry works Painting letters upto 20 cm height Painting and numbering trees colouring trees in red and white bands Painting Lines, Dashes over 10 cm width on New Work. Painting Lines, Dashes upto 10 cm width on New Work. Painting Lines, Dashes over 10 cm width on Old Work. Painting Lines, Dashes upto 10 cm width on Old Work. Supplying and Fixing Cats Eye. Providing and Fixing of Median Marker. Reflective Fluorscent tape on Old Sign Board Road Marking with Hot Applied Thermoplastic Compound. Providing and applying Cold Plastic Paint. Aluminum backed flexible prismatic AFP) sheeting. Providing and Fixing Vertical Delineator. Road Delineators 80 to 100 cm. high. Steel pipe delineators of 10 cm. in dia. and height of 130 cm. Solar powered LED Raised Pavement Markers. Precast Reflective Delinators Fixing cautionary sign boards Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm Supplying M.S. Angle iron post of size 50 mm x 50 mm x 5 mm Supplying M.S. Angle iron frame for informatory sign boards of size 35 mm x 35 mm x 3 mm Constructing Information Pillar of Brick Masonry in Non B.C. Soil Constructing Information Pillar of Brick Masonry in B.C. Soil Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet of Class B. Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 900 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) of Class B. Sign boards in Circular shape of 750 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 900 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet of Class C. Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) of Class C. Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet of Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet of Class C. Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) of Class C. 600 mm Triangular Board of 1.5 mm aluminium sheet of Class B. 600 mm.Triangular Boards of 3 mm ACM) of Class B. 750 mm Triangular Board of 2 mm aluminium sheet of Class B. 700 mm.Triangular Boards of 4 mm ACM) of Class B. 900 mm Triangular Board of 2 mm aluminium sheet of Class B. 900 mm.Triangular Boards of 4 mm ACM) of Class B. 1200 mm Triangular Board of 2 mm aluminium sheet of Class B. 1200 mm.Triangular Boards of 4 mm ACM) of Class B. 600 mm Triangular Board of 1.5 mm aluminium sheet of Class C. 600 mm.Triangular Boards of 3 mm ACM) of Class C. 750 mm Triangular Board of 2 mm aluminium sheet of Class C. 750 mm.Triangular Boards of 4 mm ACM) of Class C. 900 mm Triangular Board of 2 mm aluminium sheet of Class C. 900 mm.Triangular Boards of 4 mm ACM) of Class C. 1200 mm Triangular Board of 2 mm aluminium sheet of Class C. 1200 mm.Triangular Boards of 4 mm ACM) of Class C. 750 mm Octagonal Board of 2 mm 750 mm Octagonal Board of 4 mm (ACM) of Class C. 900 mm Octagonal Board of 2 mm aluminium sheet of Class C. 900 mm Octagonal Board of 4 mm (ACM) of Class C. Informatory Sign Board of area less than 0.9 sqm. of 2 mm aluminium sheet of Class B. Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) of Class B. Informatory Sign Board of area less than 0.9 sqm. of 2 mm aluminium sheet of Class C. Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) of Class C. Informatory Sign Board of area more than 0.9 sqm. of 2 mm aluminium sheet of Class B. Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) of Class B. Informatory Sign Board of area more than 0.9 sqm. of 2 mm aluminium sheet of Class C. Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) of Class C. Overhead Sign Board of 2 mm aluminium sheet of Class B. Overhead Sign Board of 4 mm 4 mm (ACM) of Class B. Overhead Sign Board of 2 mm aluminium sheet of Class C. Overhead Sign Board of 4 mm (ACM) of Class C. Work Information Bord 1.20 m x 0.90 m of M.S. sheet. M-15 RCC Pedestal of size 0.75 x 0.75 x 0.20 m for KM. Stone. M.S.sheet. Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 16 guage Aluminium sheet. Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage Aluminium sheet. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 0.9 x 0.6 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 14 guage Aluminium sheet. Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage M.S.sheet. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage Aluminium sheet. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 3 mm Aluminum Composite Panel. N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge M.S. sheet. N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge Aluminium sheet. Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage M-20 Semi Barrier type Kerb without gutter. M-20 Mountable type Kerb without gutter. M-20 Barrier type Kerb with gutter. M-20 Semi Barrier type Kerb with gutter. M-20 Mountable type Kerb with gutter. Guard Railing Type ‘C’ with 3 rows of 50 mm dia. G.I. pipe. Guard Railing Type ‘C’ with 3 rows of 40 mm dia. G.I. pipe. Guard Railing Type Drg. 15 of 1 M height. Guard Railing Type Drg. 6 of 1 M height in 25 mm M.S. square bars. Design of overlay for existing B.T.surface testing by Benkelman Beam method Carrying out Roughness Index test for single lane Carrying out Roughness Index test for 1.5/ 2 lane. Carryingout Roughness Index test for each additional lane. subgrade. Geotextile Type-III on the prepared subgrade. Fibre Glass Geogrid 50 KN/m to Asphalt overlay pavements. Fibre Glass Geogrid 100 KN/m to Asphalt overlay pavements. Gabion Structure 1 M High. Gabion Structure 0.5 M High. Non Woven Geotextile Type-III Non Woven Geotextile Type-II Removal of telephone/ Electric poles. Footpaths/ Separators with G.S.B. and M-15 concrete. W: Metal Beam Crash Barrier Type A. THRIE:Metal Beam Crash Barrier Type B. Flexible wire rope safety barrier. Anti-Glare Devices in Median with 25 M-30 RCC crash barrier. Labour for patch repairs with premix asphalt chips. Labour for metal patch repairs. Restoration of rain cuts. Filling Shoulders. Stripping Shoulders. Repair to Pot Holes with 75 mm B.M. Patch Repair with 20 mm Premix Carpet and seal coat. Repair to Pot Holes with 20 mm Premix Carpet and seal coat. Maintenance of Gravel Road. Rectification to old WBM surface by Pick and Roll method. Maintenance of W.B.M. road The maintenance of Drains. Cutting of branches of tree. Trimming of Shrubs from shoulders/ berms. Maintenance of Guard/ Boundry stones. Repair of Steel Railing. Repair of R.C.C. Railing. Removal refixing of Collapsible Railing. White washing/ Geru painting to Parapet Walls/ Tree Trunks. Dressing/ Scrapping Road Side Shoulders by JCB/ DOUZER. PST based Insstapattch ready mix compound for repair potholes. Micro seal surfacing 10 mm thick with 11.00 kg/10 Sqm. bulk bitumen. Micro seal surfacing 10 mm thick with 9.50 kg/10 Sqm. bulk bitumen. Shoulder drain of trap rubble of 0.45 x 0.45 m. Pressure Sensitive Technology (PST) watering system tree guard-insertion of sapling in self watering tree guard . Providing 50 mm thick Full grout bituminous treatment. Providing 50 milimetre thick Semi Grout Bituminous Treatment. 75 mm M.P.M. on B.T. with 70% Hand Broken Metal. 50 mm M.P.M. on B.T. with 70% Hand Broken Metal. Labour for filling potholes with metal & bitumen. Labour for filling potholes with metal & grit. Supplying Bulk Bitumen of VG-30 (60/70) grade Supplying Fire wood. Hire Charges of Roller. Heating Charges of Bitumen. Supplying 40 mm. crushed metal. Supplying 13.2 mm to 10 mm crushed metal. Supplying 6 mm crushed metal. Engaging JCB for removing road side trees, branches, land slide materials. Engaging labour for conveying trees, branches, land slide materials. Engaging tractor with trailers for P.C.C M-10 in foundation. With Crushed Sand P.C.C 1:4:8 in foundation. With Natural/ VSI Sand Non SCADA P.C.C 1:4:8 in foundation. With Natural Sand Rubble stone paving 15 cm. thick in cement mortor 1:3. UCR in C.M.1:5 for returns, headwals, parapet etc. NP-2 Pipe 450 mm dia. NP-2 Pipe 600 mm dia. NP-2 Pipe 800 mm dia. NP-2 Pipe 900 mm dia. NP-2 Pipe 1000 mm dia. NP-2 Pipe 1200 mm dia. NP-3 Pipe 600 mm dia. NP-3 Pipe 800 mm dia. NP-3 Pipe 900 mm dia. NP-3 Pipe 1000 mm dia. NP-3 Pipe 1200 mm dia. NP-4 Pipe 900 mm dia. NP-4 Pipe 1000 mm dia. NP-4 Pipe 1200 mm dia. M-15 for Head Wall With Natural Sand. Non SCADA M-15 for Head Wall With Natural Sand. M-20 for Head Wall With Natural / VSI Sand. Non SCADA M-20 for Head Wall With Natural/ VSI Sand. M-15 for coping to head walls with Natural Sand M-20 for coping to head walls with Natural/ VSI Sand Ex. for foundation of bridge in soil by Manual Means. Ex. for foundation of bridge in soil by Mechanical Means. Ex. for foundation of bridge in H.M. Ex. for foundation of bridge in H.M.B. Ex. for foundation of bridge in S.R. Ex. for foundation of bridge in H.R. Upto 1.50 m lift. Ex. for foundation of bridge in H.R. by Controlled Blasting. Ex. for foundation of bridge in H.R. by chiselled and wedged or line drilled. Ex. for foundation for bridge in laterite rock. to 9.0 BHP Pump . Dewatering on BHP basis by using 10.0 to 19.0 BHP Pump. M-10 cement concrete in foundation With Natural/ Artifical Sand. Non SCADA M-10 cement concrete in foundation With Natural/ Artifical Sand. M15 Bed Block in foundation with Natural/ Artifical Sand. Non SCADA M15 Bed Block in foundation With with V.S.I. Sand. UCR in C.M. 1:5 for foundation of piers, abutments. steel curbs for wells. M-10 in the hollow of the steel curbs with Natural Sand. Mild steel cutting edges for well curbs. M-20 in well steining with V.S.I. Sand. M-25 R.C.C. in well steining with Natural/ Artifical Sand. M-20 in well steining with V.S.I. Sand. M-25 in well steining with Natural/ artifical Sand. Sinking of wells of dia. 7 to 8 M Sinking of wells of dia. 8 to 9 M Sinking of wells of dia. 9 to 10 M Extra charges for sinking of well in H.R. by chiselling in water. Steel anchor dowels of 32 mm dia. and of 4.0 M length. Steel anchor dowels through Steining of the wells. M-15 for the bottom plugs of wells with V.S.I. Sand. M-15 for the bottom plugs of wells under water with Natural/ artifical Sand. M-15 for Cut off Walls/ Curtain Walls. With Natural/ artifical Sand. M-20 for Cut off Walls/ Curtain Walls. With V.S.I. Sand. M-25 for Cut off Walls/ Curtain Walls. With Natural/ artifical Sand. Temporary Island 16 m dia. for 8 m dia. well. For depth of water 1.0 m and height of island to be 1.25 m. Temporary Island 16 m dia. for 8 m dia. well. For depth of water 4.0 m and height of island 4.5 m. Temporary Island 12 m dia. for 6 m dia. well. For depth of water 1.0 m and Filter media with granular materials behind Abutment/ Return. Providing and Fixing Neoprene Bearing. Tar paper Bearing. Cast Steel Rocker Bearing. Forged Steel Rocker Bearing Sliding Plate Bearing with PTFE surface sliding on stainless steel . Elastomeric Bearing. Sliding Plate Bearing with stainless steel plate sliding on stainless steel plate. POT- PTFE Bearing. TMT FE-500 steel bars for R.C.C. Bridge works. Joining 25 mm dia. Steel bars by bottle nuts. Joining 32 mm dia. steel bars by bottle nuts. Welding 25 to 32 mm dia. Steel bars. Welding 25 to 32 mm and above dia. Steel bars. Prestressing the high tensile strands. with VSI Sand. M-20 for R.C.C. For Girders with VSI Sand. M-25 in Main /Cross Girders, with Natural/ VSI Sand. M-30 in Main/ Cross Girders with VSI Sand. M.S. plate expansion joint. Copper plate expansion joint. Expansion joint with 25 mm thick bituminous pad. 1:4:8 for haunch filling With Natural/ VSI Sand. Rubble filling over haunches and arches. M-20 wearing course 8 cm thick, with VSI Sand. Vent holes 100 mm dia.of G.I. pipe. M-20 R.C.C for ballast walls and kerbs, With VSI Sand. M-20 R.C.C for Box returns, With VSI Sand. M-20 R.C.C for of Box Cell, With G.I. Water Spouts. 6 mm thick Mastic Asphalt Wearing Course. 12 mm thick Mastic Asphalt Wearing Course. Precast R.C.C. Railing of M-30 Grade. Cast in situ R.C.C. Railing of M-30 Grade. M-15 Leveling Course below Approach Slab. M-30 R.C.C. Approach Slab. Precast Pretensioned Concrete Girders. Cement Paint to unplastered Concrete Surface. Burried Expansion Joint. Filler joint with fibre board in Expansion Joint. Filling joint with sealing compound of bitumen and sand. Asphaltic Plug Joint. Boulders Apron on river bed for protection. Boulder Apron Laid in Wire Crates. Apron with Cement Concrete Blocks. Pitching on slopes with stone. Pitching on slopes with C.C. Blocks. Filter material underneath pitching in slopes. Geotextile Filter between Pitching and Embankment slopes. Rubble Stone Flooring laid in C.M.1:3. Concrete Blocks of M-15 grade for flooring. Dry Rubble Flooring at C.D.works. Curtain Wall complete with Stone masonry in C.M. 1:3. Flexible Apron with loose stone boulders. Gabian Structure for Retaining Earth . M-30 Wearing Coat with batch mix including reinforcement. M-30 Approach Slab with batch mix excluding reinforcement. Metal Mat 0.90 m thick. M -35 for R.C.C. in solid/ deck slab. with VSI Sand. M-40 for R.C.C. in solid/ deck slab. with VSI Sand. M-35 in Main/ Cross Girders with VSI Sand. M-40 in Main/ Cross Girders with VSI Sand. M-30 R.C.C. cast in situ 450 mm diameter bored piles. Excavation of foundation in Marshy Soil by Mechanical Means. M-30 R.C.C. cast in situ 475 mm diameter bored piles. M-15 Annular Filling for Footing in Rock. M-30 R.C.C. cast in situ 500 mm diameter bored piles. Filling Sand in Foundation Trenches. diameter bored piles. Random Rubble Masonry M-30 R.C.C. cast in situ 600 mm diameter bored piles. M-15 levelling course below the pile cap. M-30 R.C.C. cast in situ 625 mm diameter bored piles. First class Brick Masonry For 1:3 in substructure. M-30 R.C.C. cast in situ 650 mm diameter bored piles. M-30 R.C.C. cast in situ 750 mm diameter bored piles. M-30 R.C.C. cast in situ 800 mm diameter bored piles. M-30 R.C.C. 825 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 900 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 975 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 1000 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 1050 mm dia. bored M-30 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 450 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 475 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 500 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 525 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 550 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 600 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 625 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 650 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 750 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 800 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 825 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 900 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 975 mm dia. bored piles piles with natural/VSI sand. M-35 R.C.C. 1200 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. M.S. liner 6 mm thick with 12 mm thick M.S. cutting edge of 0.5 metre length. M-40 R.C.C. 450 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 475 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 500 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 525 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 550 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 600 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 625 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 650 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 750 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 800 mm dia. bored piles piles with natural/VSI sand. M-40 R.C.C. 1000 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1050 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1100 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1200 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. Epoxy grout by sand blasting (Rate per Kg.). Repairing of honey combed area. Polymer cement slurry. Repairs to expansion joints by removing rich mix cement concrete. Batch Mix Jacketting the Piers in M- 35 with natural sand. Epoxy grout to slab girder (Rate per No.) Extra for Chiselling in hard rocks, with Concrete Mixer 550 mm dia. Extra for Chiselling in hard rocks, with Concrete Mixer 650 mm dia. be 4.50 m. Sinking of 5 m dia. well in hard strata for depth 0 to 5 M. Sinking of 6 m dia. well in hard strata for depth 0 to 5 M. Sinking of 7 m dia. well in hard strata for depth 0 to 5 M. Sinking of 8 m dia. well in hard strata for depth 0 to 5 M. Sinking of 9 m dia. well in hard strata for depth 0 to 5 M. Sinking of 10 m dia. well in hard strata for depth 0 to 5 M. One span Service Road 10 m wide to reach island location. M-20 for R.C.C. well curbs with VSI Sand. M-25 for R.C.C. well curbs with VSI Sand. M-30 for R.C.C. well curbs with VSI Sand. M-35 for R.C.C. well curbs with VSI Sand. M-20 for Intermediate Plug with VSI Sand. M-25 for Intermediate Plug with VSI Sand. M-30 for Intermediate Plug with VSI Sand. M-25 for Top Plug with VSI Sand. M-30 for Top Plug with VSI Sand. M-25 for RCC Well Caps with VSI Sand. M-30 for RCC Well Caps with VSI Sand. M-35 for RCC Well Caps with VSI M-30 for RCC Foundation with VSI Sand. M-35 for RCC Foundation with VSI Sand. M-20 for RCC Raft with VSI Sand. M-25 for RCC Raft with VSI Sand. M-30 for RCC Raft with VSI Sand. M-35 for RCC Raft with VSI Sand. Pressure relief pipes of 100 mm dia. of AC / PVC for R.C.C Raft/ Returns/ Abutments/ Wing walls. Weep Holes of 100 mm dia. A.C./ P.V.C. pipes. Non SCADA M- 15 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-20 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-25 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-30 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-35 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-20 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-25 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-30 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-35 for Piers, Abutments, Returns with V.S.I. Sand. M-20 for R.C.C. Solid Piers/ Columns with V.S.I. Sand. M-25 for R.C.C. Solid Piers/ Columns with V.S.I. Sand. Non SCADA M- 25 for R.C.C. Caps with V.S.I. Sand. Non SCADA M- 30 for R.C.C. Caps with V.S.I. Sand. Non SCADA M- 35 for R.C.C. Caps with V.S.I. Sand. Providing Cage Unit, with 12 m dia. for 6 m well. For depth of water 5.0 M. Providing Cage Unit, with 12 m dia. for 6 m well. For depth of water 10.0 M. M-20 R.C.C. Concrete Block below Bearing. M-25 R.C.C. Concrete Block below Bearing. M-30 R.C.C. Concrete Block below Bearing. M-35 R.C.C. Concrete Block below Bearing. M-40 R.C.C. Concrete Block below Bearing. M-45 R.C.C. Concrete Block below Bearing. M-50 R.C.C. Concrete Block below Bearing. HCRM/ CRS steel bars for R.C.C. Bridge works. Chipping & Dressing of R.C.C. Piles. Supply of Structural steel conforming to Fe- 410 B Extra for working under running traffic for Structural steel Fe- 410-B. Metalizing of steel work of girder with grit blasting. Providing Sacrificial Shuttering for Deck Slab. Barricading with the help of Portable Fencing along the running track. Load Testing of spans of bridge for M-30 Socket Blocks for assembly of Arch Strip. BR M-40 Socket Blocks for assembly of Arch Strip. BR M-50 Socket Blocks for assembly of Arch Strip. BR M-50 screed concrete over Arch Strip. BR Lifting of Precast Arch Units and Sockets. BR Providing and fabricating structural steel work for Sakav. Bridge Maintenance New Providing Epoxy Mortor with quartz sand with proportion epoxy concrete sand 1:6 for repairs to the cracked Pier Girder. Bridge MaintenanceNew Item Providing and laying epoxy concrete. Bridge Maintenance New Providing and applying epoxy paint primer Bridge Maintenance New Making and working inside steel cages for crocodile. Bridge Maintenance New Underwater inspection Before rectification work. Bridge Maintenance New Underwater inspection After rectification work. Bridge Maintenance New Underwater Surface Preparation. Bridge Underwater Crack Sealing/Filling using underwater Epoxy mortar. Underwater Providing /Fixing the Nozzle for high pressure underwater epoxy grout. Grouting with Water Insensitive Underwater Epoxy Grout Base and hardener. Providing fixing of dowel rod of 16 mm diameter in the river bed. Providing fixing of shear links of 12 mm dia in the periphery of the well. Providing Filling of concrete encasing of grade M-35 around the periphery of the pier. Surface Preparation of the Cracked surface. Crack Groove Cutting using hand held electrically operated concrete cutting machine. Crack Sealing/Filling using epoxy mortar. Providing and fixing of 12 mm nozzle in the crack portion @ 500 c/c. Providing Boulder to the cavity area of 75-200mm in size. Providing filling of Micro-concret. Providing Grounting of nozzles with Low Viscosity Epoxy grout. Drilling 32 mm dia hole and upto depth of 400 mm and grounting with epoxy resin of reinforcement steel of 25 mm dia. Re-casting of bracket with microconcrete Providing and fixing of 100 mm x 1.4 mm carbon laminate with adhesive. Providing and Applying prestressing to the laminate with hydraulic system. Providing and Fixing of carbon fiber sheet of 430 GSM with adhesive. Providing and fixing carbon fiber anchor using epoxy 50X55 system Anticorrosive treatment to exposed reinforcement in two coats. Providing & applying 2 coats of compatible Polyurethane on epoxy fiber wrapped surface. Providing & applying 20 mm thick single coat Epi-bond plaster on FRP wrap surface. Providing 10 mm dia and 150 mm long tie rod stud through corrugated GI decking sheet. Dismantling of concrete pedestal up to required height including cutting reinforcement. Dismantling of concrete pedestal up to required height using electrical breakers Providing and applying anticorrosive treatment with epoxy zinc rich primer to the exposed reinforcement. Stone work Joint Filling with epoxy mortar. Dismantelling existing damaged Drainage Water Spout and providing 100 mm diameter GI water spouts. Providing and fixing additional reinforcement to replace existing steel. Raising of folding to reach the entire surface area of bridge. upto10 m height. Erecting supports for placing the jacks, props and necessary steel structure. Providing and flooding thermoset Monomer MONOPOL for sealing micropores in deck bridge slab. Providing and laying insitu UV resistant sealer Monopol-160 into Concrete Pavement cracks. Providing and laying UV resistant sealer Monopol-160 for culverts, bridges and pavements Interpenertrating Polymer Network concrete coating system for bridges for protection against chemical and weather resistance. Epoxy Mortar EPIBOND 11 in areas of fixing cracks on PQC pavement. Volatile corrosion inhibiting wax Powrthrow HT Wax on HT LRPC Strands. Excavation for foundation in soil (Lift upto 1.50 M) by Manual Means. Excavation for foundation in soil (Lift upto 1.50 M) by Mechanical Means. Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Manual Means. Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Mechanical Excavation for foundation in H.M. (Lift 1.50 M to 3.0 M) by Mechanical Means. Excavation for foundation in H.M.B. Lift upto 1.50 M). Excavation for foundation in H.M.B. Lift 1.50 M to 3.0 M). Excavation for Foundation in S.R. (Lift upto 1.50 M). Excavation for foundation in S.R. (Lift 1.50 M to 3.0 M). Excavation for Foundation in H.R.by Blasting (Lift upto 1.50 M) Excavation for foundation in H.R. by Blasting (Lift 1.50 M to 3.0 M). Excavation for foundation in H.R. by Controlled Blasting (Lift upto 1.50 M). Excavation for foundation in H.R. by chiseling (Lift upto 1.50 M). Excavation for foundation in Laterite Rock . Antitermite treatment for bottom surface and sides of excavation. Antitermite treatment for backfill in foundation. Antitermite treatment for top surface of beams/joists. Antitermite treatment for sides of flooring. Antitermite treatmentaround the periphery of the existing building. Providing general pest control services to the building . Pest control to small size inspection chambers. Pest control to Big size inspection chambers. Removing thorney/Jungli shrub/ Kubabul Along Roadside Removing grass in building premises. Filling in plinth and floors with approved excavated materials. Filling in plinth with contractors soil. Dry Rubble Stone Soling . Filling in the foundation with Sand. Soling with 80 mm metal. M-20 RCC cast insitu Single Rim Pile, M-20 RCC cast insitu Single Rim Pile, 380 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 450 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 535 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 600 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 225 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 380 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 450 mm. Dia. M-20 RCC cast insitu Double Rim Pile, 225 mm. Dia. M-20 RCC cast insitu Double Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 225 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 380 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 450 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 535 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 600 mm. Dia. M-30 RCC cast insitu Bored Pile, 325 mm. Dia. M-30 RCC cast insitu Bored Pile, 350 mm. Dia. M-30 RCC cast insitu Bored Pile, 400 mm. Dia. M-30 RCC cast insitu Bored Pile, 425 mm. Dia. M-30 RCC cast insitu Bored Pile, 525 mm. Dia. M-30 RCC cast insitu Bored Pile, 550 mm. Dia. M-30 RCC cast insitu Bored Pile, 600 mm. Dia. M-30 RCC cast insitu Bored Pile, 625 mm. Dia. M-30 RCC cast insitu Bored Pile, 650 mm. Dia. M-30 RCC cast insitu Bored Pile, 750 mm. Dia. M-30 RCC cast insitu Bored Pile, 800 mm. Dia. M-30 RCC cast insitu Bored Pile, 825 mm. Dia. M-30 RCC cast insitu Bored Pile, 900 mm. Dia. M-30 RCC cast insitu Bored Pile, 975 mm. Dia. Chiseling through pile shells in hard strata upto 550 mm dia. Chiseling through pile shells in hard strata 750 mm dia. Chiseling through pile shells in hard strata 900 mm dia. Chiseling through pile shells in hard strata 1050 mm dia. Load Test on the pile upto 400 mm dia. Load Test on the pile 550 mm dia. Load Test on the pile 650 mm dia. Load Test on the pile 750 mm dia. Load Test on the pile 825 mm dia. Load Test on the pile 900 mm dia. Empty boring for 425 to 500 mm dia. bored R.C.C. cast in situ piles Empty boring for 525 to 600 mm dia. bored R.C.C. cast in situ piles Empty boring for 625 to 700 mm dia. bored R.C.C. cast in situ piles Empty boring for 725 to 1050 mm dia. bored R.C.C. cast in situ piles Chipping and dressing of the R.C.C. piles upto 0.60 m. Providing bentonite slurry process. M.S. liner for R.C.C. Piles upto 3.00 meter depth. M.S. liner for R.C.C. Piles upto 3.0 to 9.50 meter depth. M-20 for R.C.C. pile caps. M-25 for R.C.C. pile caps. Structural steel work with connecting plates Structural steel work with RSJ Structural steel work in Trusses. 50mm diameter. G. I. Pipe Gate with Wicket Gate. Structural Steel for Sakav Mild Steel Tubular Trusses. Gas or Electrical Welding M.S.Grill gate without frame. Sructural steel work of rectangular hollow steel section for trusses. YST 310 grade Sructural steel work of rectangular hollow steel section for trusses. Non SCADA M-10 for Foundation with Crushed Sand V.S.I. Grade M-15 for steps with SCADA with Natural/V.S.I. Sand. M-20 for Steps with SCADA with Crushed Sand V.S.I. Grade Non SCADA M-20 for Steps with Natural Sand M-15 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade M-20 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade M-20 for Arches, with SCADA with Crushed Sand V.S.I. Grade M-15 for sills, cornice, jambs with SCADA with Crushed Sand V.S.I. Grade M-15 for coping to plinth or parapet 20 for R.C.C. Footings with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Footings with Crushed Sand V.S.I. Grade 25 for R.C.C. Footings with Crushed Sand V.S.I. Grade 30 for R.C.C. Footings with Crushed Sand V.S.I. Grade 35 for R.C.C. Footings with Crushed Sand V.S.I. Grade M-20 for R.C.C. Columns with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Columns with Natural Sand M-25 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-30 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-35 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-40 for R.C.C. Columns with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand M-25 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-30 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-35 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-40 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-25 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-30 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-35 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-40 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-20 for R.C.C. Chajjawith Crushed Sand V.S.I. Grade M-20 for R.C.C. canopywith Crushed Sand V.S.I. Grade M-25 for R.C.C. canopywith Crushed Sand V.S.I. Grade M-20 for R.C.C. Pardiwith Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Pardiwith Crushed Sand V.S.I. Grade M-25 for R.C.C. Pardi 75 mm thick, with Crushed Sand V.S.I. Grade M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade M-25 for R.C.C. Waist Slab and steps,with Crushed Sand V.S.I. Grade M-20 for R.C.C. newel posts of staircase with natural / V.S.I. Sand. M-25 for R.C.C. newel posts of staircase with natural / V.S.I. Sand. M-20 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. M-25 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. M-25 for R.C.C. Fins with natural / V.S.I. Sand. TMT FE-500 bar reinforcement for R.C.C. Corrosion Resistant steel reinforcement for R.C.C. Anti corrosive treatment to reinforcement as per C.P.C.C. method. Providing Fusion Bonded Epoxy Coating to 8 mm. Bars. Providing Fusion Bonded Epoxy Coating to 12 mm. Bars. Providing Fusion Bonded Epoxy Coating to 16 mm. Bars. Providing Fusion Bonded Epoxy Coating to 20 mm. Bars. Providing Fusion Bonded Epoxy Coating to 25 mm. Bars. Providing Fusion Bonded Epoxy Coating to 28 mm. Bars. Precast Jali 80 mm thick M -20 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M -25 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M-30 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M-35 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade Fan hook box of 2 mm thick M. S. sheet. Second class B.B. masonry in C.M.1:6 in foundations First class B.B. masonry in C.M.1:6 in Plinth. Second class B.B. Composite Masonry in C.M.1:6 Second class B.B. masonry in C.M.1:6 in Superstructure Half Brick Masonry in C.M.1:4 Burnt Brick on edge Masonry in C.M.1:3 First class B.B. masonry in C.M. 1:4 in Rectangular pillars First class B.B. masonry in C.M. 1:4 in Curved pillars Second class B.B. masonry in C.M. 1:4 in Rectangular pillars Second class B.B. masonry in C.M. 1:4 in Curved pillars Fly ash brick masonary in C.M. 1:6 for foundation and plinth. Fly ash brick masonary in C.M. 1:6 for superstructure Second class fly ash brick masonry in 1 : 4 in half brick thick wall. Autoclaved Areated Concrete block masonary U.C.R.masonary in C.M. 1:6 in superstructure. R.R.masonary second sort in C.M. 1:6 Plinth R.R.masonary second sort in C.M. 1:6 superstructure. R.R.masonary first sort in C.M. 1:6 in Plinth R.R.masonary first sort in C.M. 1:6 in superstructure. C.R.masonary second sort in C.M. 1:6 Plinth C.R.masonary second sort in C.M. 1:6 superstructure. C.R.masonary first sort in C.M. 1:6 in Plinth C.R.masonary first sort in C.M. 1:6 in superstructure. CR masonary First sort in C.M.1:6 composite masonary for pillars. Hollow Concrete Bock Masonry 100 mm thick in C.M.1:6 Hollow Concrete Bock Masonry 200 mm thick in C.M.1:6 Solid Concrete Bock Masonry in C.M.1:6 Autoclaved areated concrete block masonry in cement mortar 1:6 in foundations and plinth. Providing Autoclaved areated concrete block masonry in cement mortar 1:6 in super structure. Areated Autoclaved Cellular Block masonry in C.M. 1:6 using Fly Ash for 75 mm thick wall Providing GBP Build Fast Plus with 25 mm thick plain premoulded filler. Expansion joints for Exterior Column with 25 mm thick plain premoulded filler. Expansion joints at floor level with 25 mm thick plain premoulded filler. Expansion joints at terrace level with 25 mm thick plain premoulded filler. Expansion joints for interior columns with premoulded filler and stainless steel plate. Expansion joints for exterior columns with premoulded filler and stainless steel plate. Expansion joints at floor level with 25 mm thick plain premoulded filler and stainless steel plate.. Expansion joints at terrace level with 25 mm thick plain premoulded filler and stainless steel plate. Expansion Joints with Bituflex Close Cell Foam in double layer. Expansion Joints for Exterior Column with Bituflex Close Cell Foam in double layer. 25 mm bituminous pad for Expansion Joint in retaining/compound wall. DPC 50mm thick in M15. Bitumen over the terrace. water proofing with injection grouting . Providing cement based water proofing Removing the tar or coba and disposing off. Acrylic polymer modified cement based water proofing with two coats using Dr. Fixit. Jointless Polydee-LM for terrace waterproofing on B.B.Coba/R.C.C, Polydee-MC waterproofing inside Water Tank. Rough Shahabad Box Type Waterproofing for Basement. Rough Shahabad Box Type Waterproofing for Walls of Basement. Perforated P.V.C. Pipes of 160 mm diameter. Water based UV resistant Evercrete Tope Seal sealant etc complete. Water based Evercrete Deep Penetrating Sealer (DPS). Water proofing to sloping RCC slab with bitumen felts. Waterproofing in W.C. and bath with Brick Bat Coba. Internal cement plaster 6 mm thick in C.M. 1:4 Internal cement plaster 6mm thick in C.M. 1:4 with neeru finish Internal cement plaster 6 mm thick in C.M. 1:3 Internal cement plaster 6mm thick in C.M. 1:3 with neeru finish Internal cement plaster 12mm thick in C.M.1:5 with neeru finish Internal cement plaster 12 mm thick in C.M. 1:4 Internal cement plaster 12mm thick in C.M.1:4 with neeru finish Internal cement plaster 12 mm thick in C.M.1:3 Internal cement plaster 12mm thick in C.M.1:3 with neeru finish Internal cement plaster 20 mm. thick in C.M. 1:5 Internal cement plaster 20mm. thick in C.M. 1:5 with neeru finish Internal cement plaster 20 mm. thick in C.M. 1:4 Internal cement plaster 20 mm. thick in C.M. 1:3 Rough cast cement plaster with base coat of 12 to 15mm thick in C.M. 1:4 and rough cast treatment complete. Rough cast cement plaster with coloured cement finish etc. completed. Neeru finish to plastered surface Flush grooved pointing with C.M.1:3 for brick work Flush grooved pointing with C.M.1:3 for stone masonry. Tuck pointing with C.M.1:3 for stone masonary . Weathered pointing with C.M.1:3 for Fine Cement Finish 1.5 mm thick over green plaster Labour charges for providing groove in plaster Providing 75 mm patti on plastered surface in c.m.1:3 Providing 100 mm patti on plastered surface in c.m.1:3 Providing 150 mm patti on plastered surface in c.m.1:3 Chicken Mesh Jali (24G) at the junction. POP Plaster 6 mm thick. Aggregate plaster in granite/ marble stones. Plaster with plaster of paris to previously plastered surface. Gypsum plaster to previously plastered surface. Texture plaster with Purlina/ Rustic texture material. Removing the existing cement plaster. Two coats (2 mm.) of wall care Putty for plastered walls/ ceiling surface. Cement patta of 2.50 cm width on Rough Shahabad Flooring 25-30 mm. thick Rough Shahabad Flooring 40-45 mm. thick. Rough Shahabad Flooring 50-60 mm. thick. Polished Shahabad Stone flooring 25 to 30 mm. thick. Polished Tandur Stone flooring 25 to 30 mm thick. Polished Kotah stone flooring 25 to 30 mm thick. Handcut polished Kotah Stone flooring 30 cm. wide. Handcut polished Kotah Stone flooring 45 to 55 cm. wide. M-15 C.C. Flooring 40 mm thick with Natural sand. M-15 C.C. Flooring 40 mm thick with M-20 C.C. Flooring 40 mm. thick with Crushed Sand. M-15 C.C. Flooring 50 mm. thick with Natural sand. M-15 C.C. Flooring 50 mm. thick with Crushed Sand. M-20 C.C. Flooring 50 mm. thick with Natural sand. M-20 C.C. Flooring 50 mm. thick with Crushed Sand. Polished Shahabad for Steps. Polished Kotah for Steps. Polished Kotah for Sills. Polished Kadappa for Sills. Marble for Sills. Ceramic Tiles 30 cm x 30 cm x 8 mm for flooring. Ceramic Tiles 30 cm x 30 cm for Dado. Ceramic Tiles 30 cm x 45 cm for Dado. Ceramic Tiles 30 cm x 60 cm for Dado. Mirror Polishing to Kotah stone Flooring Mirror Polishing to Kota stone Skirting. M-20 Tremix Treatment 100 mm thick. M-30 Tremix Treatment 200 mm thick. Partition of One side Polished Black Kadappa. Partition with Both side Polished Black Kadappa. Partition with Both side polished Grannite. Partition with One side polished Grannite. Kitchen Otta with One Side Polished Kadappa. P.V.C.Flooring Vitrified Tiles with Mirror / Glossy Finish for Flooring. Vitrified Tiles with Mirror / Glossy Finish for Skirting. Vitrified Tiles with Matt Finish for Flooring. Vitrified Tiles with Matt Finish for Skirting. Vitrified Tiles with Rustic Matt Stone Finish for Flooring. Vitrified Tiles with with Rustic Matt Stone Finish for Skirting. Green Marble for Door/window Boxing. Gray Paving Blocks 60 mm thick. Gyay Paving Blocks 80 mm thick. Coloured Paving Blocks 60 mm thick. Coloured Paving Blocks 80 mm thick. Rubber Mould Glossy Paving Blocks of mm. thick using 100% crushed sand. Rubber Mould Glossy Paving Blocks of mm. thick using 100% crushed sand. Gray Paving Blocks 40 mm thick. Leather Finish Polishing to Granite. Leather Finish Polishing to Kotah/marble/shahabad/kadappa stone slab. Vitrified mirror/ glossy finish tiles on existing flooring with chemical bonding. VITRIFIED MATT FINISH tiles on a existing flooring with chemical bonding VITRIFIED STONE EFFECT FINISH tiles on a existing flooring with chemical bonding . Vitrified RUSTIC MATT STONE Chequered tiles of size 30 cm x 30 cm for flooring. Antiskid Ceramic tiles of size 30 cm x 30 cm for antiskid flooring. Granite stone of 18 to 20 mm thick for door frame/dado/window boxing etc. Polished Kotah stone flooring with plain/ diamond pattern with Mirror Polishing. Exterior grade Fibre Reinforced Heavy Duty Designer cement concrete tiles for Flooring. Exterior grade Fibre Reinforced Heavy Duty Designer cement concrete tiles for Steps and Dado. Machine polishing to cement/ marble mosaic tiled flooring. Hand polishing to dado, skirting. Wax polishing to floors and dado. Skirting or Dado of polished Kotah Stone. French Polishing on previously polished wood. French Polishing to New Wood. Varnish in one coat on previously varnished wood work. Varnish in two coats on new wood work. Malamine polish to wood work by spray machine. Applying coal tar in one coat on previously coal tarred wood surface. Applying coal tar in two coats on new wood surface. Two coats of oil paint to new wood work. One coat of oil paint to old wood work. Two coats of oil paint to old wood work. Two coats of oil paint to new structural steel work. One coat of aluminium paint to new structural steel work. Two coats of aluminium paint to new structural steel work. Two coats of synthetic enamel paint to Two coats of flat oil paint to the old structural steel work. One coat of flat oil paint to plastered surfaces. Two coats of exterior quality flat oil paint plastered surfaces. Two coats of flat oil paint plastered surfaces. Two coats of water proof cement paint to the plastered surface. Two coats of water proof cement paint to the old plastered surface. Three coats of water proof cement paint to the new plastered surface. Three coats of water proof cement paint to the old plastered surface. Removing old paint from metal surfaces. Priming coat over new wood based surfaces. One coat of seal cement primer. Pearl / Luster finish Paint to the existing plastered surface. Two coats of textured synthetic paint . Two coats of Exterior Acraylic Emulsion Paint. Two coats of exterior white weathershield paint . Providing and applying external raincoat painting. White-wash in one coat. White-wash in two coats . Colour-wash in one coat to new surface including White Wash. Colour-wash in two coats to new surface. Colour-wash in two coats to new surface including White Wash. Colour wash in one coat on old surfaces excluding White Wash. Colour wash in one coat on old surfaces including White Wash. Colour wash in two coats on old surfaces excluding White Wash. Colour wash in two coats on old Washable powder distemper in one coat including Primer Coat. Washable powder distemper in two coats. Washable powder distemper in two coats including Primer Coat. Washable oil-bound distemper in one coat . Washable oil-bound distemper in one coat including Primer Coat. Washable oil bound distemper in two coats. Washable oil bound distemper in two Plastic Emulsion Paint in two coats including Primer Coat. Plastic Emulsion Paint in three coats. Plastic emulsion paint to new surface in three coats. Cleaning of decorated wall surfaces. Providing and applying Plastic Emulsion Paint. Interior wall finish Luster of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. Royale Luxury Emulsion of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. teak wood planking 25 mm thick for flooring. teak wood planking 50 mm thick. teak wood joists and girders. Jungle wood of joists and girders. teak wood plank ceiling 20 mm thick teak wood beam/king post/queen post teak wood hand rail of 60 X 70 mm Country teak wood two way trellis work. Fixing hard wood two way trellis work. Teak plywood veneer lining 4 mm. Teak plywood veneer lining 4 mm. Teak plywood veneer lining 4 mm. teak wood eaves boards. Jungle wood eaves board. Teak Wood eaves plate. Country teak wood barge board. Jungle wood of barge board. Shutter to wall cupboard with Teak particle board. Shutter to wall cupboard consisting of Providing and fixing 3.5 to 4 mm thick Veneer finish wall Panaling. Manglore tiled roofing with class AA tiles and T.W.battens. Manglore tiled roofing with class AA tiles and country T.W.battens. Manglore tile ridge and hip tiles of class AA. Corrugated G.I.sheets of 0.63mm thickness. plain zinc sheeting of 0.80 mm thick Asbestos Cement Semi Corrugated (Big size) sheet roofing. Valley gutter 22 B.W.G. of 120 cm wide. Valley gutter 22 B.W.G. of 90 cm wide. Valley gutter 24 B.W.G. of 120cm wide. Glass tiles of Manglore type. Mangalore pattern cowl. False Ceiling of plain A.C. sheets 4mm thick. False Ceiling with aluminium sections. False Ceiling of T.W.Particle Board. False Ceiling of boards of plaster of paris. False Ceiling of 12 mm thick Accoustic Boards. False Ceiling of 15 mm thick Accoustic Boards. False Ceiling of T.W. partical board. False Ceiling of Laminated Boards. Two coats of Bitumen to roof. Resetting Mangaore tiles . Removing the tiles, battens, ,purlins,rafters and ridges etc. from roof. Removing G.I or A.C.sheet roofing including purlines, principal rafters etc.. Removing roof truss. Removing R. S. girders . T.W.battens 50 mm. x 25 mm for mangalore tile roof work. T.W.battens 25 mm. x 12 mm for Mild steel bar for anchor. Manglore tile roofing on sloping slab Providing and fixing colour coated Zincalum sheets for roofing. Providing and fixing of colour coated Zincaluminium sheets for roofing 600 mm girth (Surface Width). Providing and fixing of colour coated Zincaluminium sheets for roofing 900 mm girth (Surface Width). Providing and fixing UPVC Roof made up of 3 layers roofing material etc.complete PVC coloured Ridge tiles over UPVC False ceiling with light-weight calcium silicate tiles of spintone surface texture. Self supporting steel roofing system Proflex) for a span of 15.30 metre for Godown. Self supporting steel roofing system Proflex) for a span of 21.30 metre for Godown. Self supporting steel roofing system Proflex) for a span of 25.00 metre for Godown. Self supporting steel roofing system Proflex) for a span of 28.75 metre for Godown. Acoustical Suspended Ceiling System with ultima edge tiles. Acoustical Suspended Ceiling System G.I. Plain Metal Ceiling Acoustical Suspended Ceiling System with Dune edge tiles. Acoustical Suspended Ceiling System with Fine Fissured edge tiles. Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards. Providing and fixing Modular false ceiling. Providing and fixing self supporting steel roofing system (Proflex) for a Godown made up of structural grade steel sheet of 912 mm width. C.C.T.W. Door frame. C.C.T.W. Fully Glazed openable Fanlight. C.C.T.W. fully pannelled door shutters. C.C.T.W. Single leaf pannelled shutter 25 mm thick without fanlight. C.C.T.W. Single leaf pannelled shutter 35 mm thick without fanlight. Double Leaf Panalled Door with glazed openable fanlight Shutter C.C.T.W. panelled shutters without ventilator 35 mm style &25 mm panels. Flush Door shutter in single leaf (Exterior Grade) Flush Door shutter in single leaf without ventilator. C.C.T.W.single leaf door shutter with welded mesh. Factory made single leaf Panelled C.C.T.W.Door Shutter. C.C.T.W.panelled shutters 35 mm style &19 mm panels. Fully glazed double leaf C.C.T.W. window shutter with openable fanlight. C.C.T.W. window with double leaf half glazed and half panelled shutter. C.C.T.W. windows with double leaf 25 mm thick planked shutter without ventilators. C.C.T.W.windows with double leaf 25 mm thick panelled shutter. Steel Window without ventilators with glass panels. Steel windows with C. R. C. sheet . Factory made box type steel window with glazed fanlight. Factory made box type fully glazed window Rolling Shutter without mechanical gear. Rolling Shutter with mechanical gear. Collapsible Steel Gate Partition of welded mesh of 3mmdiameter. wires 50mm x 25mm size mesh. Providing and fixing sheet glasss of 24 oz. for all size including putty. Steel ventilator fully glazed partly fixed with guard bars. M. S. grill door 24 Kg/sqm. T. W. bedding of size 40 mm x 20 mm. Steel frame of angle 50 x 50 x 6 mm size for window. Steel frame of angle 40 x 40 x 5 mm size for window. Steel Frame door of angle 50 x 50 x 6 mm. Steel Frame door of angle 40 x 40 x 5mm aluminium sliding window of two tracks with colour anodising and with box. aluminium sliding window of two tracks with powder coating with box. aluminium sliding window of two tracks with powder coating without box. aluminium sliding window of three tracks with colour anodising and with box. aluminium sliding window of three tracks with colour anodising and without box. aluminium sliding window of three tracks With powder coating with box. aluminium sliding window of three tracks with powder coating without box. Colour Anodized Aluminium four track sliding windows with outer frame. Powder Coated Aluminium four track sliding windows with outer frame. 34 mm. thick moulded door shutter. Cold Rolled Steel Hollow Door Frame. Aluminium openable window Without Powder Coating. Colour Anodized Aluminium openable window. Powder Coated Aluminium openable window. Colour Anodized Fully Glazed Aluminium Fixed Window. Fully Glazed Aluminium Fixed Window With Powder Coating. Providing and fixing in position Colour anodized Aluminium fixed window fully glazed. Aluminium partly Fixed Window Without Powder Coating. Aluminium partly Fixed Window With Powder Coating. M-40 Pull Cast concrete frame 60 mm 100 mm M-40 Pull Cast concrete frame 60 mm x 125 mm Fibre Glass reinforced polyster door shutter 30 mm. thick. Fibre Glass reinforced polyster door shutter 35 mm thick. Acrylic plastic sheet panels 2.00 mm thick Acrylic plastic sheet panels 3.00 mm thick Double shuttered aluminium extruded powder coated openable door. Single shuttered aluminium extruded powder coated openable door with hydraulic floor spring. Single shuttered aluminium extruded powder coated openable door with bijagiri. Mild Steel square pipe framed steel window. Powder coated Aluminium Louvered Windows/ Ventilator. Partitions of C.C.T.W. frame with ply and veneers on both side. Partitions of teakwood frame partly glazed and partly veneered. Welded Mesh to teakwood frame partly veneers and partly veneered. Anodised extruded Aluminum partions with lamination both side. Fly proof mesh shutter to ventilator/window using CCTW. Coloured Anodising treatment to Aluminium sections. Aluminium Grill diamond mesh type. Mild steel fixed staggered (Z Type) Ventilator ,with stainless steel mosquito net. Anodised Aluminium fixed staggered (Z Type) Ventilator with mosquito net and float glass. Welded mesh of 11 gauge including M.S. Angle frame with oil painting 3 coats. 32 mm thick one piece single moulded puff ABSTRONE BUTADYNE STYRINE (ABS) Door shutter for 30 mm thick PVC FLUSH L DOOR SHUTTER Partition with 4 mm. thick Veneer on one side and 4 mm. ply the other side with teak wood frame. Partitions with 12 mm. thick pressed teakwood particle board. Partitions with 12 mm. thick pressed teakwood board and veneer. Partition with 12 mm. thick three layered flat pressed veneer teak wood partical board. C.C.T.W. brackets for weather sheds of section 70 x 45 mm. 22 gauge G.I. sheet on top of weather shed. 22 gauge F.R.P. sheet on top of weather shed. C.C.T.W. Runner 150 x 75 mm. over partition. C.C.T.W. cover moulding 45 x 20 mm. over doors and windows. Providing and fixing decorative aluminium grill. Solid Core Flush Door Shutter in Double Leaf 32 mm thick. Country Teak Wood Four Leaf Paneled Shutters. Mild steel grill 20 kg/sq.m Mild steel grill 15 kg/sq.m Mild steel grill Railing 20 kg/sq.m Mild steel grill Railing for staircase 15 kg/sq.m Providing and erecting Y type barbed wire fencing. Stainless steel hand railing 40 mm diameter and 1.5 mm thick. Stainless steel railing with supports M.S. Grill 20 kg / sqm. with PVC Handrail. Cast iron pipes of `B class of 80mm diameter . Cast iron pipes of `B class of 100 mm diameter . Cast iron pipes of `B class of 150 mm diameter . Lead joints for 80mm diameter.C.I.pipe. Lead joints for 100mm diameter.C.I.pipe. Lead joints for 150mm diameter.C.I.pipe. Flanged connection for the 80mm diameter.C.I.pipe line . Flanged connection for the 100mm diameter.C.I.pipe line . Flanged connection for the 150mm diameter.C.I.pipe line . 15 mm.Dia. heavy grade ISI Mark 25 mm.Dia. heavy grade ISI Mark G.I.pipes. 32 mm.Dia. heavy grade ISI Mark G.I.pipes. 40 mm.Dia. heavy grade ISI Mark G.I.pipes. 50 mm.Dia. heavy grade ISI Mark G.I.pipes. 80 mm.Dia. heavy grade ISI Mark G.I.pipes. 100 mm.Dia. heavy grade ISI Mark G.I.pipes. 15 mm diameter medium grade ISI Mark G.I.pipes. 20 mm diameter medium grade ISI Mark G.I.pipes. 25 mm diameter medium grade ISI Mark G.I.pipes. 32 mm diameter medium grade ISI Mark G.I.pipes. 80 mm diameter medium grade ISI Mark G.I.pipes. 100 mm diameter medium grade ISI Mark G.I.pipes. 15 mm diameter Water Meter. 20 mm diameter Water Meter. 25 mm diameter Water Meter. 40 mm diameter Water Meter. 50 mm diameter Water Meter. 80 mm diameter Water Meter. 100 mm diameter Water Meter. 15mm diameter. screw down bib / stop Tap of Brass. 15mm diameter. wheeled stop Tap of Brass 20mm diameter. wheeled stop Tap of Brass 25mm diameter. wheeled stop Tap of Brass 32mm diameter. wheeled stop Tap of Brass 40 mm diameter. wheeled stop Tap of Brass 50 mm diameter. wheeled stop Tap of Brass 65 mm diameter. wheeled stop Tap of Brass 80mm diameter. wheeled stop Tap of Brass 100 mm diameter chromium plated brass showers rose to 15mm diameter.pipe. 15 mm dia. Concussion push button type Self-closing tap 20 mm dia. symet type push cock. 45 cm. wide steel ladder . White Glazed Earthenware full stall type Urinal . White Glazed Earthenware Ladies Urinal . Coloured glazed earthenware full stall type Urinal. white glazed earthenware lipped flat back/corner type Urinal . Coloured glazed earthenware lipped flat back/corner type urinal. 100 mm diameter half round white glazed earthenware pipes. White glazed earthenware Wash Hand Basin of 55 cm x 40 cm size. White glazed earthenware Wash Hand Basin of 45cm.x 30 cm. size. Coloured glazed earthenware Wash Hand Basin of 45cm.x 30cm.size. White glazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. White glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size with chromium plate bottle trap. Coloured glazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. Coloured glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size. White glazed earthenware Sink 600 mm x 200 mm x 450mm. White glazed earthenware Sink 450 mm x 200 mm x 300mm. Autoclosing pillar cock Jaguar make Granite kitchen platform with stainless steel sink 600 mm x 450 mm size. C.I.Nahani Trap 8 cm . 15 cm x 10 cm salt glazed stoneware gully trap. 100 mm diameter salt glazed stoneware pipe . 150 mm diameter salt glazed stoneware pipe . 225 mm dia. half round salt glazed stoneware pipe. N.P. Class 100 mm dia. pipe. NP. Class 150 mm diameter. pipe. NP. Class 225 mm dia. pipe. NP. Class 300 mm dia. pipe. Brick Masonry Inspection Chamber 60 cm x 45 cm and 90 cm with C.I.lead. Brick Masonry Inspection Chamber 90cm x 45cm and 90cm with C.I.lead. Brick Masonry Inspection Chamber 90 cm x 45 cm with C. I. lid cover. Brick Masonry Inspection Trap Chamber 90 cm x 45 cm with R.C.C. cover Brick Masonry Inspection Chamber 60 cm x 45 cm with R.C.C. raft in B.C. soil Brick Masonry Inspection Chamber 90 cm x 45 cm with R.C.C. raft in B.C. soil Hume pipe Septic Tank 900 mm dia. Providing soak pit . Belgium Mirror with towel rod. P.V.C. pipe of 15 mm. dia. P.V.C. pipe of 20 mm. dia. P.V.C. pipe of 25 mm. dia. P.V.C. pipe of 50 mm. dia. P.V.C. pipe of 75 mm. dia. P.V.C. pipe of 110 mm. dia. Partition with kadappa stone. Orissa type white glazed 575 mm W.C. Pan Chromium plated towal rod. Half turn 25 mm diameter flushing cock. 1st class white glazed Orisa Type W.C. Pan 580mm diameter. European type white glazed closet . Orisa Type coloured W.C. Pan 625x450 mm. Cleaning water tank upto 2000 ltr. Cleaning water tank 2001-5000 ltr. Cleaning water tank 5001-7000 ltr. Cleaning water tank 7001-10000 ltr. Cleaning water tank 10001-15000 ltr. Cleaning water tank 15001-20000 ltr. Cleaning water tank 20001-30000 ltr. Cleaning water tank 30001-40000 ltr. Cleaning water tank 40001-50000 ltr. Cleaning water tank 50001 to 1 Lakh ltr. Cleaning water tank 7 Lakh to 12 Lakh ltr. 75 mm diameter P.V.C. soil vent / waste pipe . 100 mm diameter P.V.C. soil vent/ waste pipe . H.D.P. Container of Capacity 200 to 1000 litre. H.D.P. Container of Capacity 1000 to 20000 litre. 15 mm. dia. CPVC pipe on wall. 20 mm. dia. CPVC pipe on wall. 25 mm. dia. CPVC pipe on wall. 32 mm. dia. CPVC pipe on wall. 40 mm. dia. CPVC pipe on wall. 20mm diameter. CPVC pipe in trenches. 25mm diameter. CPVC pipe in trenches. 32mm diameter. CPVC pipe in trenches. 40mm diameter. CPVC pipe in trenches. 50mm diameter. CPVC pipe in trenches. 10 cm PVC Nahani Trap. Heavy duty R.C.C. cover of size 90 cm x 45 cm. Medium duty R.C.C. cover of size 90 cm x 45 cm. Heavy duty R.C.C. cover of size 60 cm x 45 cm. Medium duty R.C.C. cover of size 60 cm x 45 cm. Heavy duty R.C.C. cover of size 60 cm x 45 cm. Medium duty R.C.C. cover of size 60 cm x 45 cm. Ferrule connection of 25mm diameter. to water main. Ferrule connection of 32mm diameter. to water main. Ferrule connection of 40 mm diameter. to water main. Ferrule connection of 50 mm diameter. to water main. Stainless steel sink of size 600 x 510 x 200 mm. C.P. Angular stop cock. C.P.Two way BIB cock jacquar make. C.P. wall mixer for overhead shower. C.P. pillar cock with aerator jaquar make. C.P. BIB cock with wall flange jaquar make. European type wall hung white water closet with push valve. 110 mm diameter PVC Rain Water pipe. Oval Type Under Counter Wash Hand Basin of 16 x 22 size. Providing and fixing on Walls/ Ceiling/ Floor 15 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 20 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 25 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 32 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 40 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 50 mm dia. uPVC pipe. Providing and laying 15 mm dai. uPVC pipe in trenches. Providing and laying 32 mm dai. uPVC pipe in trenches. Providing and laying 40 mm dai. uPVC pipe in trenches. Providing and laying 50 mm dai. uPVC pipe in trenches. 15 mm. dia. medium grade G.I. Pipes with filling trenches. 20 mm. dia. medium grade G.I. Pipes with filling trenches. 25 mm. dia. medium grade G.I. Pipes with filling trenches. 32 mm. dia. medium grade G.I. Pipes with filling trenches. 40 mm. dia. medium grade G.I. Pipes with filling trenches. 80 mm. dia. medium grade G.I. Pipes with filling trenches. 100 mm. dia. medium grade G.I. Pipes with filling trenches. 15 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 20 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 25 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 32 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 40 mm. dia. Heavy Grade G.I.Pipes 80 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 100 mm. dia. Heavy Grade G.I.Pipes with filling trenches. PVC Nahani Trap 8 cm. PVC Nahani Trap 15 cm. European type white glazed W.C.Pan with 10 litre flushing cistern. European type white glazed W.C.Pan without flushing cistern. European type Colour glazed W.C.Pan Anglo Indian type type white glazed W.C.Pan with flushing cistern. Providing and fixing high level 10 litre flushing cistern UPVC 110 mm cowl dome. Glass shelf 125 mm wide and 600 mm long. 250 mm dia. PVC. Inspection chamber. 450 mm dia. PVC. Inspection chamber. 600 mm dia. PVC. Inspection chamber. Eco- drain 160 mm SN 8 Nu-Drain Upvc pipes Eco- drain 200 mm SN 8 Nu-Drain Upvc pipes Eco- drain 250 mm SN 8 Nu-Drain Upvc pipes Eco- drain 315 mm SN 8 Nu-Drain Upvc pipes 15 mm dia. PVC Aqua kraft type Super bib tap. 15 mm dia. PVC Aqua kraft type Super Two Way bib tap. 15 mm dia. PVC Aqua kraft type push 15 mm dia. PVC Aqua kraft type super jet spray. 15 mm dia. PVC Aqua kraft type super right angle stop tap. 15 mm dia. PVC Aqua kraft type super Pillar tap. Providing and fixing 75 mm dia. Cast Iron Waste Water Pipe. Providing and fixing 100 mm dia. Cast Iron Soil Pipe. Wall Mounted European type white glazed earthenware water closet pan. Guniting to ceiling/soffit in Guniting to ceiling/soffit in C.M.1:3,40mm thick. Guniting to ceiling/soffit in C.M.1:3,50mm thick. Guniting to beams in C.M.1:3, 20mm thick. Guniting to beams in C.M.1:3, 25mm thick. Guniting to vertical surface in C.M.1:3, 20mm thick. Guniting to vertical surface in C.M.1:3, 25mm thick. Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. M.S.Grill gate with frame. Marble Year Plate.90 cm. x 60 cm. Granite year plate 90 cm. x 60 cm. Grass chhapper (roof) with bamboos 50 mm to 75 mm diameter . Grass chhapper (roof) with bamboos 25 mm diameter . Bamboo Matting screen for partition. Providing and fixing lightening conductor system. Copper strip 25 mm wide and 3 mm thick for lightening conductor. aluminium strips of size 50 mm x 3 mm.for nosing the steps. Crimped wire G.I. mesh of size 20mm x 20mm 10 guage to iron angle frame. Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. Removing double country tiled roof . Removing King Post truss. Removing other type truss below 5 M.span. Dismantling flat wooden or A.C. sheet ceiling. Removing cloth ceiling. Dismantling brick masonry in Mud . Dismantling brick masonry in lime or cement mortar. Dismantling stone masonry in mud. Dismantling stone masonry in lime or cement mortar. Removing lime or lean cement concrete. Removing rich mix cement concrete. Removing ventilators and small windows with frame. Removing wooden or A.C. partition. Removing teak wood trellies work. Removing cement tiles, or marble. Dismantling wooden floor. Removing mud plaster. Removing wire fencing with wooden post. Removing wire fencing with iron/C.C.fencing posts. Removing iron pipe railing. Removing earthen/ stoneware pipes. Removing Np-2 and Np-3 class pipes Upto 900 milimetre diameter Removing Np-2 and Np-3 class pipes 900 milimetre diameter and above. Removing single country tiled roof. Removing battens from roof. Removing matting from roof. Removing purlins from roof. Removing rafters from roof. Removing cloth partition. Jute Kanthan (Tarat) screen to the scaffolding for external guniting. Chain link Fencing 1.6 M. height. Double scaffolding system (cup lock type) on the exterior side of Building. Removing entire Manglore tiled roof. Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. Barbed wire Fencing 1.5 m high in 7 Rows on Precast Poles. Replacement of damaged alluminium Butt Hinges of 125 mm. Replacement of damaged Mortise Lock Replacement of damaged Aldrop 300 mm Chromium plated. Replacement of damaged Aldrop 300 mm Iron Oxidised Replacement of damaged Tower Bolt 300 mm Chromium plated Replacement of damaged Alluminium Handle 125 mm Manualy clearing the chockes from under ground drainage line. Manualy clearing by removeing the chockes from Nahni Trap, Gully Trap, Wash basin unit, Sink and WC Filling tiles joint portion of flooring and dado filling with white cement Providing and fixing 6 mm thick commercial plywood with jungle wood frame work Removal of plants/ ficus grown by pulling out root system embedded in masnory Lowering down the debris obtained from breaking Applying chemical for cleaning the exposed steel structure, TMT bars, etc. Providing and grouting the holes by Poly Ceramic Cementitious i.e NicGrout. applying high abrasive resistant, UV resistant, PICC repair mortar for water proofing on concrete surface. PICC Coating for Concrete Bridge Repair work. Removal of root inside the bridge with special chemical Steripure MBT 20. Cementitious PICC repair mortar on Concrete Road. Applying Poly Ironite Ceramic Cementitious PICC as Repair mortar and Kelox on Concrete Road. Applying PICC coating mortar on existing GSB. Applying PICC for masonry joint filling. Providing and Applying DuraClean - WR- and apply of DuraCap 2 coats corrosion preventive coat on TMT bars. Applying PICC on prepared Concrete/ Bitumen surface pot holes. Applying PICC and Kelox epoxy bond coat on pot holes. Providing 30 mm thick Ceremic Polymer Microconcrete. Applying Kelox R 101 (Resin) + Kelox H 404 (Hardner) for bonding old concrete to new mortar. Corrosion protection of unexposed old reinforcement by corrosion inhibiting caplets like Powrthrow drilling 20-22 mm diameter holes into the concrete at a depth of 30-40 mm. Corrosion protection of unexposed old reinforcement by corrosion inhibiting caplets like Powrthrow drilling 20 mm diameter holes into the concrete at a depth of 25 mm. Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent props of required hight up to 14 feet. Breaking/chipping carefully the loose concrete/ plaster of distressed member. External safety net of opening 75 x 75 in addition vertical fisher net arrestar to prevent debris falling while execution of work. Encasement to Columns & Beams by placing 75 to 100 mm thick free flow high strength micro concrete. Surface preparation of concrete surface by chipping out loose concrete upto rusted bar. Providing and constructing non load bearing wall with Horizontally perforated clay hollow blocks. Providing and constructing non load bearing wall with 150 milimetre Horizontally perforated clay hollow blocks Providing and constructing non load bearing wall with 100 milimetre Horizontally perforated clay hollow blocks. Providing and laying 18 milimetre thick ADONI BROWN LEATHER FINISH stone for flooring. Providing and laying 18 milimetre thick ADONI BROWN LEATHER FINISH stone for Skirting. Factory made coloured chamfered edge Cement concrete grass paver blocks. Bamboowood 14 milimetre thick tile flooring with plywood. Bamboowood 14 milimetre thick tile flooring with with 2 milimetre underlay as sound abrobing and moisture barrier. Bamboowood 14 milimetre thick wall Skirting. low VOC emulsion paint. Providing and applying 2 Coats of 100 percent Pure acrylic low VOC water based paint. Providing and applying impression 24 carrat Luxury paint. Providing and applying antipeel Heat Reflective Paint. Providing and applying top coat exterior paint to terrace. Providing & laying water proof treatment of terrace slab with B.B. Coba. Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 . Bamboowood paneling for doors of 25 to 40 milimetre thick. Bamboowood paneled or paneled and glazed Shutters of Doors. Providing and fixing in position U.P.V.C.(Unplasticized Poly Vinyl Chloride) slider frame, 5 milimetre thick toughened double glass. Sliding Window- 3 Track (2 Glass shutter + 1 flymesh) of approved make with DGU. Providing & fixing of Casement fixed window. Providing and fixing sink cock with regular swinging spout. Providing and fixing sink cock with regular swinging spout (Wall Mounted Model). Providing and fixing C.P. 2 Way BIB cock with wall flange. Providing and fixing C.P. BIB cock with wall flange. Providing and fixing Hand shower (health faucet). Providing and fixing white european Providing and fixing Oval Type Under Counter Wash Hand Basin. Providing and fixing Table top white wash basin. Providing and fixing white Opal series European type wall-hung. Providing and fixing Orissa Pan of size 580x445x260 milimetre. Providing and fixing C.P. a 2-Way BIB cock with wall flange. Providing and fixing white wash basin with half pedestal. Providing and fixing white european type wall-hung pan. Providing and fixing Orissa type white glazed earthenware water closet pan of size 260 milimetre x 440 milimetre x 580 milimetre. Providing and fixing white glazed urinal of size 710x460x300 milimetre. Providing and fixing of approved make white aquafree Waterless Urinal. Providing and fixing wall-hung white wash basin of size 470x575x190 milimetre. RWH - Shallow Percolation Pit. RWH - Recharge Pit. Boring/drilling bore well of 300 milimetre dia for casing/ strainer pipe. Supplying, assembling, lowering and fixing in vertical position in bore well. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen pipes. Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm in recharge pit. wool/asbestos fibre. Heat insulation by wrapping the pipes with glass wool/asbestos fibre rope or tape/videoflex 25 milimetre Heat insulation tape/videoflex 15 milimetre. Providing & fixing 40 milimetre thick CoolMortar for insulation. Bamboowood 10 milimetre thick Wall Cladding. Bamboowood 10 milimetre thick Wall Cladding for Accoustic purpose. Geofabric Filter Layer of Geotextile of Polypropylene. Filter layer of polythene bags, filled with sand obtained from excavation of foundation. Filter layer of polythene bags, filled with 50% Sand obtained from excavation + 50% crushed sand. Filter layer of polythene bags, filled with crushed sand (upto 5 mm) brought by Contractor. Laying trap stones upto 20 kilogram for Filter / Core layer. Laying laterite stones upto 20 kilogram for Filter / Core layer. Trap stone weighing 20 to 50 kilogram for Core/ Sub armour layer. Laterite stone weighing 20 to 50 kilogram for Core / Sub armour layer. Trap / laterite stones by rearrangement of stones displaced from existing protection bund weighing upto 50 kilogram for Core / Sub armour layer. Trap stone weighing 50 to 100 kilogram for Core / Sub armour/ Armour layer. Aterite stone weighing 50 to 100 kilogram for Core / Sub armour/ Armour layer. Trap stones by rearrangement of stones Laying of trap stones weighing 200 to 300 kg. Trap stones weighing 300 to 500 kg. for Sub armour/ Apron/ Armour layer. Laying of trap stones weighing 300 to 500 kg. Trap stones weighing 500 to 1000 Kg.for Apron / Armour layer Laying of trap stones weighing 500 to 1000 kg. Trap stones weighing above 1000 Kg.for Apron / Armour layer. Laying of trap stones weighing above 1000 kg. for Apron/ Armour layer. G.I. wire Gabions of size 1.00 x 1.00 x 1.00 M. coated with Zinc+PVC. G.I. wire Gabions of size-1.50 x 1.00 x 1.00 M. coated with Zinc+PVC. G.I. wire Gabions of size-2.00 x 1.00 x 1.00 M coated with Zinc+PVC. G.I. wire Gabions of size-3.00 x 1.00 x 1.00 M coated with Zinc+PVC. G.I. wire Gabions of size- 4.00 x 1.00 x 1.00 M coated with Zinc+PVC. Box type flexible gabions of size 1.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Box type flexible gabions of 1.50 x 1.00 x 1.00 M size and rope of 10 mm Ø polypropylene material. Box type flexible gabions of size – 3.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Box type flexible gabions of size – 3.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Precast tetrapods/ blocks of plain cement concrete of M-30 grade, weighing 2000 kg. Precast tetrapods/ blocks of plain for foundation of retaining walls and jetty. Stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner dia. Stainless steel mooring ring in cement concrete on deck of jetty. Fenders made from used tyres. 100% PP Staple fibre Non woven Geobags filled with locally available sand. 100% PP Staple fibre Non woven Geo bags filled with locally available sand. Segment of diametre 3.00 M UV Resistance Geotextile tubes. Segment of diametre 1.50 M UV Resistance Geotextile tubes. Removing sub-marine rock bellow low tide level from navigation channel. Supplying and laying 100% PP Staple fibre Woven Geobags 1.00 x 0.70m filled with locally available sand. Supplying and laying 100% PP Staple fibre Woven Geobags 2.00 x 1.50 m filled with locally available sand. Removing sand bellow low tide level to the specified section from navigation channel. Waterproofing Treatment to existing Terrace by using Polymeric cementitious membrane. Waterproofing Treatment to existing Toilet and bathrooms by using Polymeric cementitious membrane. Filling the cracks of deck surface of the bridge by Flexiroof PU. Filling the cracks of R.C.C. roof slab surface by Flexiroof PU. Filling the cracks of R.C.C. roof slab cum plasticizer in concrete. Bonding coat of using Hack Aid Plast between concrete members. Waterproof heat insulating breathable decorative external coating. Door/ Window frames 75x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 100x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 125x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 120x50 of required colour made with wood Polymer composite (WPC). Rectified Porcelain Stoneware Tiles for Ventilated Facades. 20 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 16 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 12 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. Vitrifid Steptiles Ready to install Treads and Risers 16 mm thick. Vitrifid Steptiles Ready to install Treads and Risers 12 mm thick. Rock/ Stone Finished Full Body Vitrifid Ready to install Treads and Risers, 16 mm thick Wall with 200 mm Horizontally perforated THERMO clay hollow blocks. Wall with 150 mm Horizontally perforated THERMO clay hollow blocks. Dry wall cladding with clay tile. Wall with 200 mm Grinded Horizontally Perforated Clay Hollow Blocks. Wall with 150 mm Grinded Horizontally Perforated Clay Hollow Blocks. Wall with 100 mm Grinded Horizontally Perforated Clay Hollow Blocks. Maditerranean plus/ Wienberger Clay tiles on M.S. frame Work. Ductile iron manhole cover of with frame. Ductile Iron circular manhole 45 cm dia. Woven Polypropylene Geotextile TFI- 5300 Type-I. Woven Polypropylene Geotextile TFI- 3100 Type-I. Woven Polypropylene Geotextile TFI- 3200 Type-I. Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-15 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-20 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-30 Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP2020. Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP3030. Uniaxial Geogrid TFI TechGrid GeoGrid TGU-40. Uniaxial Geogrid TFI TechGrid GeoGrid TGU-60. Providing and laying Geocell TFI TechCell GeoCell-356x150. Providing and laying Geocell TFI TechCell GeoCell-660x75. Non-Woven Composite needle punched polypropylene Techfab India TFI TGC- 60. Non-Woven Composite needle punched polypropylene Techfab India TFI TGC- 90. Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-3520 U 100 mm x 4 mm. Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-5020 U 100mm x 5mm. Providing & fixing CE Marked Metal Gabions For 1 metre height. Providing & fixing CE Marked Metal Gabions For 0.50 metre height. Glassfibre GeoComposite TFI Techglass AIC-50. Glassfibre GeoComposite TFI Techglass AIC-100. Paving Fabric CE Marked Needle Punched Non-Woven Geotextile of Techfab India, TFI TechPave-C040. Providing and laying Fin Drains Drainage Composite) TFI TDC- 55130W. Reinforced Earth Wall of 1.00 to 4.00 metre height in M-35. Reinforced Earth Wall of 4.00 to 6.00 Heavy Duty Fibre Glass Reinforced LType Jersey Barrier. Heavy Duty Fibre Glass Reinforced Barrier With Interlocking provison. Heavy Duty Fibre Glass Reinforced Jersey Barrier With Interlocking provison. Heavy Duty Fibre Glass Reinforced 1.75 m height Site Safety Fence. Heavy Duty Fibre Glass Reinforced 2.00 m height Site Safety Fence. Bituminous organosilance nanotechnology for various bituminous mixes such as BM/DBM/Carpet/sealcoat/MSS/SDBC. waterproofing on top compacted sub grade with Organosilance Nano Techonology. Primer coat with bitumen emulsion mixed with Nano- Technology silance. Tack coat with bitumen emulsion mixed with Nano- Technology silance. Construction of stabilised soil base with local H.M., with 30% GSB & 2% cement using Nano- technology silane. Construction of stabilised soil base with local H.M., with 30% GSB & 3% cement using Nano- technology silane. Construction of stabilised soil base with local H.M., with 30% GSB & 4% cement using Nano- technology silane. Supplying 80 mm Metal, by breaking rubble obtained by blasting. Supplying 40 mm Metal, by breaking rubble obtained by blasting. Supplying 80 mm Metal, by breaking Boulders obtained by blasting. Supplying 40 mm Metal, by breaking Boulders obtained by blasting. Spreading 80/40 mm metal for road work. Providing and applying two coats Apex Ultima Puranature Anti-Pollution paint. Supply of ready mix compound or filling potholes & patch repairing. Providing of 60 min Fire rated Door Frame. Providing of 60 min Fire rated Door Shutters. Providing of 60 min Fire rated Door Vision Panel. Providing of Accoustic Door Frame. Providing of Accoustic Door Shutter. Providing of 120 min Fire rated Door Frame. Providing of 120 min Fire rated Door Shutters. Lead Lined Door system with 120x60 mm Hardwood Door Frame. Lead Lined Door system for Doorshutters. Providing and fixing Ductile iron Man Hole Covers. Hubless centrifugally cast iron pipes of 50 mm. dia. Hubless centrifugally cast iron pipes of 65 mm. dia. Hubless centrifugally cast iron pipes of 75 mm. dia. Hubless centrifugally cast iron pipes of Hubless centrifugally cast iron pipes of 200 mm. dia. Hubless centrifugally cast iron pipes of 250 mm. dia. Hubless centrifugally cast iron pipes of 300 mm. dia. Acoustical Panelling made from Fabric wrapped Compressed Polyester Fibre. Acoustical Panelling made from Woodwool Board. Acoustical Panelling made from Gypsum plain 12mm panels. Acoustical Panelling made from 12mm wp Ply wood. Acoustical Doors along with 150 x 150 mm Teak Wood Frame. Stage flooring Made from 18mm plywood. Acoustical Ceiling made from Gypsum Plain Panels. Acoustical Ceiling made from Compressed polyester fibre. Acoustical Ceiling made from Rigitone 8/18 perforated panels. Acoustical Panelling made from 12mm thick Agro wood strips. Fabric wrapped Compressed polyester fibre nonwoven 9mm panels above the wood wool board panelling. Partition made from 12mm thick Gypsum from both sides on 50 x 50 mm Sal-wood frame. Providing & Fixing Carpet more than 800+ gsm, made with100% stain proof Providing & fixing in position, heavy duty fully upholstered Auditorium chairs. Providing and Fixing Rollar Blinds. Providing and Fixing Vertical Blinds. Executives Table 1800Lx900Dx750HT . Pedestal Unit @ 420Lx450Dx650HT. Credestal @ 1200Lx450Lx650HT . Executive Table 2250Lx2100Dx750HT including Low Height Credestal @1200Lx450Dx650HT. Providing & Fixing of TILE BASED Aluminum partition system of 1800/1200 mm height. Providing and fixing Table of Size 1500 x 600 x 750 mm Top. Providing and fixing Table of Size 1350 x 600 x 750 mm. Providing and fixing Table of Size 1200 x 600 x 750 mm. Providing & Fixing of Library Area Table FREE STANDING TABLE @ 1350Lx750Dx 750HT. Providing & Fixing Curviliner Workstation @ 1500/1500Lx600/600Dx750HT. Conference Table @ 3600Lx1400Dx750HT. Conference Table @ 1800 x 900 x 750 mm Ht. 12 Seater Reading Table for Library @ 3600Lx1200Dx750HT. 3 DRAWER PEDESTAL UNIT @ 392L x 450D x 680Ht. mm. Low Height Openable Storage @ 900Lx450x750HT. Medium Height Steel Storage @ 825Lx300Dx1650HT. Providing & Arrangemnt of High Back Chair, Providing & Arrangemnt of High Back Chair, Providing & Arrangemnt of MId Back, Normal Syncro Mechanism. Providing & Arrangemnt of Mid Back, ECO CTS Mechanism. Providing and Fixing 3 seater Public seating chair. Double Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 900mmD. Single Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 457mmD. Single Faced Fixed Unit for Compactor 2150mmH x 2745mmW x 457mmD. Double Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 900mmD. Single Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 457mmD. Single Faced Fixed Unit for Compactor 2150mmH x 1830mmW x 457mmD. Providing and fixing 4 legged Lab stool. Alluminium foldable ladder for store. Providing & fixing Sofa Set 3+1+1. Tea Table 900mm X 750mm X 450mm for m.s. ante chamber. Single Bed @ 2025LX 1000DX 650H. Dressing Table @400LX 400DX 1800H. leaf. Providing and fixing factory made solid core flush door exterior grade in Double Leaf. Providing Silica plaster plaster externally in two coats. Providing and Fixing toilet set for differently Abled persons. Providing and fixing ISI marked double swing flush door shutters. Providing and applying blue and white coloured thermoplastic road marking paints. Design, supply, fabrication and fixing of acrylic, non glare, tactile audio pictorial building layout as per the approved size. Design, supply, fabrication and fixing acrylic multilingual Braille (raised dots) directional signboards of size 6 x 9. Floor Directories Providing and fixing acrylic multilingual Braille (raised dots)ADA compliant modular floor directories system on all floors of size1.5 x 2. Providing an ADA compliant Disability Service Desk. Providing and fixing SS-304 studs inside the building on all floors in corridors Providing and fixing SS-304 strips of size 280mm x 35mm inside the building on all floors. Providing and fixing Braille indicators for handrails. Providing and fixing stainless steel Grade 304) railing made of hollow tubes, channels, plates etc. ADA compliant modular Multilingual and tactile Emergency evacuation map of each floor indicating the current position of the viewer saying YOU Providing and fixing the transmitter of the approved brand. Providing and fixing SS Braille buttons in the elevator. Providing and fixing of high intensity reflective conspicuity tape 25 to 50 mm width, on edges of treads in staircase Providing a folding wheelchair of Pioneer Surgicals Brand. Design, supply, fabrication and fixing of SS, non glare Signage board (2 ft. x 2 ft.- 1 no.) for the accessible parking. SS, non glare multilingual Braille (raised dots) entrance signage (size 1 ft x 1 ft) as per the approved design and make,indicating the name of the building. Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles. Providing and laying in place 300 mm x 300 mm x 9.8 mm vitrified tactile warning and directional tiles. Acrylic multilingual Braille (raised dots) signboards of size 6x 9 for room titles. Polyurethane stick on tactile directional tiles and warning tiles Providing SS grab bars set for accessible toilets comprising of 4 nos. Providing and Fixing Accessible Wayfinding and navigation signage systems. Factory-made steel door of Single leaf External Embossed Wood finish. Factory-made steel door of Single leaf External Plain Wood finish type. Factory-made steel door of Single leaf External Plain Steel finish. rated door. Providing & fixing factory-made Single leaf 2 hour fire rated door. Providing & fixing factory-made Aluminum Windows of aluminum alloy. Factory-made steel windows constructed of Skin Pass Galvanized Iron Sheet. Providing and fixing panel of aluminium composite panel cladding Providing internal cement plaster 25 mm using Ready to use wall plaster in cement mortar 1:4 Providing internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:5 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:4 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:3 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:3 to stone masonry surfaces Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:5 Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:4 Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:3 Internal cement plaster 6 mm using Digester unit based on DRDO technology for 10 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 15 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 25 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 40 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 60 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 80 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 100 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 150 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 200 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 300 users. Providing and laying Hyperplas V shape embossed 40 micron Aluminium foil layer water proofing. Providing and laying Hyperplas 90 micron thick High Molecular High density Polyethylene film water proofing. Providing and laying water proofing membrane with cement screed plaster 1:5. Silicon Base Water Repellent Stone Sealers in Two coats. Internal/ external 12 mm thick Ready Mix plaster using cement mortar 1:4. Internal/ external 20 mm thick Ready Mix plaster using cement mortar 1:4. Fourlock Brick Masonry 150 mm thick for compound wall, partition wall. Fourlock Brick Masonry 150 mm thick in plinth & superstructure. Fourlock Brick Masonry 100 mm thick for compound wall, partition wall. Fourlock Brick Masonry 100 mm thick in plinth & superstructure. Construction of M-40 grade reinforced prestressesd precast concrete panel of 200 mm thickness having size 4.5m x 3.5m. Plastirib T or equivalent raised profile edge line marking (audible vibratory) with special hot applied thermoplastic road marking. Plastirib 2K or equivalent raised profile edge line marking (audible vibratory) with cold applied road marking compound. Providing and Laying of Rumble strips with Plastirib 2K. Providing and Laying of 2 or more sets 6 Nos. each set) Dual Ribs Pattern Soil Stabilisation by cold in-situ recycling using chemical additives. Rehabilitation of existing damaged asphalt pavement by, cold, in-situ, recycling process. Providing and erecting Road Restraint system. Providing and laying Stone Matrix Asphalt batch type hot mix plant with 5.80% bituminous binder. Milling of existing bituminous surface to specified depth of bituminous layer. Providing and applying low viscosity bitumen emulsion RS1 for sealing cracks. Providing and laying Microsurfacing course @12 Kg/Sqm. Providing and laying a Stress Absorbing Membrane Interlayer SAMI)/ bitumen impregnated geotextile layer. Pot Hole filling upto 50 mm with Jet Patcher. Pot Hole filling 50 mm to 100 mm with Jet Patcher. Batch Mix Open Graded Premix Surfacing 20 mm thickness over BT Surface. Batch Mix Open Graded Premix Surfacing 20 mm thickness over MPM Surface. Cleaning and application of anticorrosive zinc rich epoxy primer to exposed reinforcemen. Providing and applying epoxy bonding agent for bonding old to new concrete. using high pressure water jet. Bearing cleaning and pier cap cleaning for the proper movement of bearing etc. complete. Providing and applying “high strength micro concrete (like shrink comp or equivalent). Providing applying Polymer modified cement mortar pointing to the stone massonry. Grouting to the Dowel bars with epoxy of resin. Providing and applying waterproof coating to the concrete surface. Lifting of span and bearing locations by suitable hydraulic jacks. Strengthening structural elements by providing & fixing CARBON FIBER Make Sika or BASF or FOSROC). Replacement of damaged Expansion joints by Strip Seal Expansion Joint System. Providing Polymer modified cement Mortar treatment. Providing Nipples for pressure injection grouting of polymer cement grout. Filling voids/ honeycomb with high pressure injection grouting of Polymer Cement Grout. M-35 RCC jacketing around the existing piers of bridges. Providing and fixing Precast M-25 Sill beam in size 100 x 100 mm with 10 mm thick. Supply and installation of Athena Lite- SS Series Cubicles Supply and installation of CEILING HUNG cubicles. Supply and installation of PD DOOR cubicles. Supply and installation of 12MM BOX UP cubicles. Supply and installation of STANDARD cubicles. Supply and installation of ZMS (Nylon) cubicles. Supplying, Providing and Mixing Hooked End/ Crimped steelfibers. Supplying & Fixing Fire resistant Door Frame: Supplying & Fixing Fire resistant Door Shutters: Supplying & Fixing of fire resistant Vision Panel. Providing of 2 Hour Rated Acoustic Fire Door Frame. Providing of 2 Hour Rated Acoustic Fire Door Shutter. Providing 100 mm thick asbestos free composite Fire Barrier. Supplying, fitting & fixing Surface mounted Crash Bar/panic Bar at FIRE EXIT. Door Closure: (For 2 Hr fire Rated EN- 3 Door Closure). 12 SS Handle: (For 2 Hr fire Rated) Construction of Thin White Topping Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 150 sq.m. system size 90 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 225 sq.m. system size 110 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 350 sq.m. system size 110 mm diameter inlet, 90 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 500 sq.m. system size 90 mm diameter inlet, 110 mm diameter clean water outlet, 90 mm diameter drain outlet To carry out linear Drone survey agencies will use fully autonomous professional survey grade drone. To carry out polygon Drone survey agencies will use fully autonomous professional survey grade drone Scanning, Digitisation and Georeferencing of cadastral /revenue maps and interpretation of all existing features like building, water bodies, rivers, agricultural field etc to generate base map. Providing and Fixing FALSE CEILING SYSTEM GI METAL BIOGUARD CLIP IN PLAIN TILE Perimeter Trim with 19mm face for perimeter solution of acoustical ceiling. Supply, fixing and installation of 4 mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours. Supplying and fixing of 6 mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour. Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr. Precast M 30 grade 125 mm thick curved section for Span upto 6.50 m for Bridge cum Bandhara Precast M 30 grade 150 mm thick curved section for Span 6.50 to 10.00 m for Bridge cum Bandhara cast in stu M 30 grade 150 mm thick curved section for Span upto 6.50 m for Bridge cum Bandhara cast in stu M 30 grade 200 mm thick curved section for Span 6.50 to 10.00 m for Bridge cum Bandhara. Appointing Expert /Professional Consultant for selection of Bandhara sites Detailed survey for bandhara. Providing and constructing Rammed Earth walls. Providing and fixing bamboo pole of bambusa balcooa 100 mm dia. Providing and fixing bamboo pole of roofing. Providing and fixing Phenol bonded Bamboo wood flooring. Providing and fixing Phenol bonded Bamboo wood partition 60 mm thick. Providing & fixing bamboo pole of Dentrocalamus stocksii with minimum wall thickness of 10 mm of size 50 mm. Providing and fixing in roof system Griha Certified WPP sheet made of wood polymer composite of thickness 6 mm. Providing and fixing of Aerocon panel of size 3.00 m × 0.6 m and thickness 75 mm. Supply & Application of Fire retardant Polish. Waterproofing Treatment to new terrace by using Polymeric Cementitious Membrane. Waterproofing Treatment to new Toilet/bathroom by using Polymeric Cementitious Membrane. Waterproofing to new terrace by using CPTP elastomeric membrane followed by brick bat coba covered with 40mm thick IPS. Waterproofing to new terrace by using CPTP elastomeric membrane followed by brick bat coba covered with 40mm thick IPS. Removing loose rust from the reinforcement bars by applying sulphate and chloride free inorganic single component rust remover. Removing loose rust from the reinforcement bars by applying Providing and fixing zinc alloy based galvanic disk type sacrificial anodes ( mm dia, 18 mm thick) to the reinforcement. Waterproofing by applying a coat of Ter polymer of enoates of 2- methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) and propenonitrile. Soil stabilization by using ultimate fine Nano grout. Waterproofing Treatment to plastered surface of toilet & bathroom walls. Providing & mixing liquid internal curing compound (OEP) for RCC, Shotcrete& mortar. waterproof coating using TMPBP and MPBP. Providing Water proofing treatment to old terraces by Rohnex water proofing system in two coats. Providing water proofing treatment to newly laid fully cured concrete slab of terraces by mixing polymer of approved make (such as Master Seal 550 / brush bond/ RoffSupercrete / Webercrete Monobond/ Perma shield/ Hypercrate/ Master Crete M 81. Providng Grouting by specially prepared grout of Weber Crete/Roff Supercrete/Polyalk WP/Monobond/Perma shield/Hypercrate or equivalent with cement in proportion 1:3.5. Repair of RCC / PSC Bridges using migrating, non-nitrite based corrosion inhibiting admixture as approved by Engineer in charge at a dose of 3Kg.per cum of concrete. Strengthening of RCC, PSC bridges with ethoxycarbonyl Propene Resin Sealer cum Grout. Providing and applying one coat substituted long chain nylon mortar. Providing and carrying out this grouting to stabilize the strata above the tunnel, foundations, cutting slope stabilization and sub structures by using ultimate fine Nano grout. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer to reinforcement. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer. Providing and fixing zinc alloy based galvanic disk type sacrificial anodes (50 mm dia. 18 mm thick). Provide anti-rooting treatment with special thicxotropic chemicals along with long chain nylon reticulent (LCNR) Epoxy Resin Mortar. Provide anti-rooting treatment to entire recessed pointed area with a special mix of lime base hydraulic mortar and water for masonry with highly sulphate resistant cement and silica aggregates. Repair the concrete at cracks and joints with epoxy or polymer modified mortar. Remove roots of the plant from joints of the stone masonry manually and applyinh Pour thiazolinones based Microbial Wall Wash and Anti-rooting Solution. Visits to site of Bridge/ Bandhara by Expert/Professional Consultant. Taking L section of stream extending 1.20 km on upstream side of the bandhara site. To carry out linear Drone survey agencies will use fully autonomous professional survey grade drone. To carry out polygon Drone survey. Kerb stone/ vertical surface painting with Kataline make water based acrylic paint. Medium Height Partition @ 1800/1200HT TILE BASED Aluminum PARTITION SYSTEM. Providing and Fixing 80 mm to 85 mm thick Full height Double Skin partition up to 3 m height in Solid finish. Providing and Fixing 80 mm to 85 mm thick Full height Double Skin partition in Glass finish. Providing and fixing Factory made 31 mm ABS Plastic Door. Providing and fixing 4 mm thick High Pressure interior compact Laminate. Providing and fixing 6 mm thick High Pressure interior compact Laminate. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 160 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 200 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 240 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 320 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 400 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 10 mm dia. Bar for 200 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 12 mm dia. Bar for 240 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with16 mm dia. Bar for 320 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 20 mm dia. Bar for 400 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 25 mm dia. Bar for 500 mm depth. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates WITHOUT SUSPENSION SUPPORT FROM TRUE CEILING METAL BAFFLE CEILING METAL OPEN CELL CEILING ACOUSTICAL GLASS FIBRE FALSE CEILING BLADES ACOUSTICAL GLASS FIBRE FALSE CEILING CLOUDS & SHAPES CUSTOM PRINTED ACOUSTICAL FALSE CEILING PROVIDING AND FIXING METAL WALL PANELLING PRIVIDING AND FIXING MODULAR ACOUCTICAL WOODEN WALL PANELLING PRIVIDING AND FIXING ANTIMICROBIAL ACOUSTICAL FALSE CEILING PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING WITH 0.9 NRC NATURAL BAMBOO WALL PANELLING NATURAL BAMBOO CEILING Providing and fixing interior wall to Supplying and providing various materials for REED BED filter media of 1 meter depth Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 60 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 75 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 90 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 100 mm thick solid core pannel. Providing and laying of white preformed patterned pavement marking tapes Providing and laying of white contrast pre-formed patterned pavement marking tapes Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 3 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 750 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 1200 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4 mm Class C aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 1200 mm dia made out of 4 mm Class C aluminum composite material sheet. Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 750 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 1200 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum sheet of Class C. Cautionary/Warning sign boards in Equilateral Triangle size of 750 mm made out of 4 mm aluminum sheet of Class C. Cautionary/Warning sign boards in 4 mm aluminum sheet of Class B. Cautionary/ Warning sign boards in Octagone size of 900 mm made out of 4 mm aluminum sheet of Class B. Cautionary/Warning sign boards in Octagone size of 750 mm made out of 4 mm aluminum sheet of Class B. Cautionary/Warning sign boards in Octagone size of 900 mm made out of 4 mm aluminum aluminum sheet of Class C. Retro- reflectorised Informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B. Retro- reflectorised Informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C. Retro- reflectorised Informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B. Retro- reflectorised Informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C. Overhead signs made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective Board Class C of size 1.20 m x 0.90 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Board Class B of size 1.80 m x 1.20 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Board Class C of size 1.80 m x 1.20 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Stamp Concrete of 100 mm Thickness. 20 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 25 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 28 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 32 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 35 mm dia. Soil Nail for Slope stabilization, widening of existing structures. Reinforced Earth Wall. Reinforced Soil Abutments Providing and fixing kerbstone with led lighting system. Provinding and errecting 1.80 m high Fix knot fencing Bezinal 2000 Type fencing. Provinding and errecting 1.20 m high Fix knot fencing Bezinal 2000 Type Providing and fixing of factory made uPVC 67 x 54 mm 2 track Sliding door. Providing and fixing of factory made uPVC 122 x 54 mm 3 track Sliding door. Providing and fixing of factory made uPVC 122 x 54 mm 3 track Glass sash Sliding door. Factory made uPVC casement Window (Big Series) frame of size 67 62 mm Factory made Casement Door (Big Series) frame of size 67 x 62 mm & Door Sash of size 67 x 115 mm Factory made Fixed Window (Big Series) frame of size 67 x 62 mm Factory made uPVC Twin Sash Casement Window frame of size 122 x 62 mm Factory made uPVC Twin Sash Casement Door frame of size 122 x 62 mm Factory made uPVC Louver window (Big Series) frame of size 67 x 62 mm Providing and Fixing factory made PVC door frame. Providing and fixing 37 mm thick factory made PVC Door shutter. Finishing upto 225 mm thick cement concrete with tremix treatment for paving slab. Sign Board of final size of visible area at 10 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area at 10 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area at 10 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 4 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 8ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 8 ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 4 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft.
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Job Contract For Supply Installation Of Crash Barrier N Rrm Work In Tvhpp Township
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