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Gem Bids For Ecc Reducer Cs 3inchx2inch Sch40x40 Bw_hy7242573211 , Ibr Certd. Ecc Rdcr 4inchx3inch A234 Grwpb Sch40 Bw_hy7242573300 , Ecc Reducer Cs 4inchx2inch Sch40x40 Bw_hy7242573319 , Ibr Certd. Straight Tees Cs 8inch Sch 40bw_hy7242511780 , Ibr Certd. Cr As Sa234 Wp11 3inchx2inch Sch 40x40bw_hy7242583160 , Ibr Certd. Lr Elbows 90deg As 2inch Sch 40 Bw_hy7242592127 , Ibr Certd. As Reducer Concentric 12inchx10inch Sch40x40_hy7242689341
K Ii Head In R-Ii Division Sh Restoration Work By Bharti Airtel Limited On Akbar Road Maulana Azad Road Man Singh Road Shahjahan Road Motilal Nehru Marg And Dh Lane And Restoration Of Footpath In Tees January Lane Cut Made By Electric Department K Ii Head In R-Ii Division Sh Restoration Work By Bharti Airtel Limited On Akbar Road Maulana Azad Road Man Singh Road Shahjahan Road Motilal Nehru Marg And Dh Lane And Restoration Of Footpath In Tees January Lane Cut Made By Electric Departmen Td
Supply of Tees 15 Mm 1/2B- 1 As Per Table No. 3.1 Ofis : 1879 / 87 With Amdt, No. 1 To 5.
Gem Bids For Refractory Tees As Per Drawing No 03/009/3 Rev 03 Andspecification No Ff06010 Rev 04 Dia 70 Mm, Refractorytees As Per Drawing No 03/009/3 Rev 03 And Specificationno Ff06010 Rev 04 Dia 80 Mm, Refractory Tees As Perdrawing No 03/009/3 Rev 03 And Specification No Ff06010rev 04 Dia 90 Mm, Refractory Tees As Per Drawing No03/009/3 Rev 03 And Specification No Ff06010 Rev 04 Dia100 Mm, Refractory Tees As Per Drawing No 03/009/3 Rev03 And Specification No Ff06010 Rev 04 Dia 120 Mm, Refractory Tees As Per Drawing No 03/009/3 Rev 03 Andspecification No Ff06010 Rev 04 Dia 150 Mm, Refractoryknees As Per Drawing No 03/009/2 Rev C And Specificationno Ff06010 Rev 04 Dia 70 Mm, Refractory Knees As Perdrawing No 03/009/2 Rev C And Specification No Ff06010rev 04 Dia 80 Mm, Refractory Knees As Per Drawing No03/009/2 Rev C And Specification No Ff06010 Rev 04 Dia 90Mm, Refractory Knees As Per Drawing No 03/009/2 Rev Cand Specification No Ff06010 Rev 04 Dia 100 Mm, Refractory Knees As Per Drawing No 03/009/2 Rev C Andspecification No Ff06010 Rev 04 Dia 120 Mm, Refractoryknees As Per Drawing No 03/009/2 Rev C And Specificationno Ff06010 Rev 04 Dia 150 Mm, Refractory Ingates As Perdrawing No 03/009/4 Rev 03 And Specification No Ff06010rev 04 Dia 60 Mm, Refractory Ingates As Per Drawing No03/009/4 Rev 03 And Specification No Ff06010 Rev 04 Dia70 Mm, Refractory Ingates As Per Drawing No 03/009/4 Rev03 And Specification No Ff06010 Rev 04 Dia 80 Mm, Refractory Pouring Cup As Per Drawing No Ft-11-19 Rev 04And Specification Ff06010 Rev 04 Dia 100 Mm, Refractorypouring Cup As Per Drawing No Ft-11-19 Rev 04 Andspecification Ff06010 Rev 04 Dia 120 Mm /Bid Number: Gem/2025/B/6992787* /Dated: 15-12-2025 & & / Bid Document1 / 28
Supply, Testing And Commissioning Of Imported Heavy Duty Greens/Tees Aeration Machine With Traction Support At Lvgc Pahalgam
Procurement Of Imported Heavy Duty Greens Tees Aeration Machine With Traction Support At Kgc Srinagar Under The Sasci-I Scheme
Gem Bids For M Ladder Type Frp Cable Tray 300w, 2.5 Mperforated Type Frp Cable Tray 150w, Frp Elbows -ladder Type 90 Degree Vertical - 600w, 600mm Radius- Inside, Frp Elbows - Ladder Type 90 Degree Vertical- 600w, 600mm Radius - Outside, Frp Elbows - Laddertype 90 Degree Vertical - 300w, 600mm Radius - Inside, Frp Elbows - Ladder Type 90 Degree Vertical - 300w, 600mm Radius - Outside, Frp Elbows - Ladder Type 90degree Vertical - 150w, 600mm Radius - Inside, Frpelbows - Ladder Type 90 Degree Vertical - 150w, 600mm Radius - Outside, Frp Elbows - Perforatedtype 90 Degree Vertical - 600w, 600mm Radius - Inside, Frp Elbows - Perforated Type 90 Degree Vertical -600w, 600mm Radius - Outside, Frp Elbows -perforated Type 90 Degree Vertical - 300w, 600mmradius - Inside, Frp Elbows - Perforated Type 90degree Vertical - 300w, 600mm Radius - Outside, Frpelbows - Perforated Type 90 Degree Vertical - 150w, 600mm Radius - Inside, Frp Elbows - Perforated Type90 Degree Vertical - 150w, 600mm Radius - Outside, Frp Elbows - Ladder Type 90 Degree Horizontal -600w, 600mm Radius, Frp Elbows - Ladder Type 90degree Horizontal - 300w, 600mm Radius, Frpelbows - Ladder Type 90 Degree Horizontal - 150w, 600mm Radius, Frp Elbows - Perforated Type 90degree Horizontal - 600w, 600mm Radius, Frpelbows - Perforated Type 90 Degree Horizontal -300w, 600mm Radius, Frp Elbows - Perforated Type90 Degree Horizontal - 150w, 600mm Radius, Frpladder Type Tees-600w, 600mm Radius, Frp Laddertype Tees-300w, 600mm Radius, Frp Ladder Type Tees-150w, 600mm Radius, Frp Ladder Type Cross-600w, 600mm Radius, Frp Ladder Type Cross-300w, 600mmradius, Frp Perforated Type Tees-600w, 600mmradius, Frp Perforated Type Tees-300w, 600mmradius, Frp Perforated Type Cross-600w, 600mmradius, Frp Perforated Type Cross-300w, 600mmradius, Frp Ladder Type Reducer 600-300w, Frpperforated Type Reducer 600-300w, Adjustablehorizontal Splice Plate With Necessary Hardwaressuch As Nuts, Bolts, Washer Etc., Adjustablevertical Splice Plate With Necessary Hardwaressuch As Nuts, Bolts, Washer Etc., Frp Cable Trayaccessories Coupler Plate, Frp Cable Trayaccesssories Ss316 M8 Bolt-1 No., Nut-1 No., Washer-2nos.
Gem Bids For Vz7242596025 - 90deg Lr Elb Od88.9x11.2or18 Minsa234wp9 - As Per Unpriced Bid, 2 - Vz7242596017 -90deg Sr Elb Od88.9x11.2or18 Min Sa234wp9 - As Perunpriced Bid, 3 - Vz7242598010 - Ret Bend Sr Id.66.5x11.2or18 Tk Sa234wp9 - As Per Unpriced Bid, 4 -156152670000 - 90 Deg Lr Elbo 150nb Sch Xssa234wp5cl1 - As Per Unpriced Bid, 5 - 189300015272 - 90deg Lr Elbo 250nb Sch Xs Sa234wp5cl1 - As Perunpriced Bid, 6 - 189300010512 - 90 Deg Lr Elbo 50nbsch Xs Sa234wp5cl1 - As Per Unpriced Bid, 7 -189300015261 - 90deg.lr Elb 114.3x 11.13 Sa234 Wp5cl1 - As Per Unpriced Bid, 8 - 189300014644 - Con.red4inchsch120x3inch Sch160 Sa234wp5 Cl1 - As Perunpriced Bid, 9 - 156100360000 - Con.red 2inchsch Xxsx 1inchsch Xxs Sa234 Wp9 - As Per Unpriced Bid, 10 -156100630000 - Ecc.red. 10inchsch Xsor6inchsch Xssa234wp5cl1 - As Per Unpriced Bid, 11 - 156100310000 -ecc.red. 6inchsch Xsor3inchsch 160 Sa234wp5cl1 - Asper Unpriced Bid, 12 - 925167270000 - Elbolet 3inchschxxs X 1.5inch Schxxs Sa182f9 - As Per Unpriced Bid, 13 - 156212410000 - Weldolet 10inch Sch Xsx1.5inchsch Xs Sa182f5 - As Per Unpriced Bid, 14 - 156212420000- Weldolet 4inch Sch120x1.5inch Sch160 Sa182f5 - Asper Unpriced Bid, 15 - 156251480000 - Weldolet 6inchsch Xs X 1.5inch Sch Xs Sa182f5 - As Per Unpriced Bid, 16- 156151580000 - Cs 90deg Elbows 20nbx6000 - As Perunpriced Bid, 17 - 156152820000 - Cs 90 Deg Elbows25nbx3000 Sa105 - As Per Unpriced Bid, 18 -156153060000 - Cs 90deg Elbows 15nbx6000 Sw Sa105- As Per Unpriced Bid, 19 - 156191570000 - Equal Tees25nbx3000 Sa105 - As Per Unpriced Bid, 20 -156191880000 - Unequal Tees 25x15x3000 Sa105 - Asper Unpriced Bid, 21 - 189300012627 - Cs Sw Conreducer 20or15nb 6000 - As Per Unpriced Bid, 22 -vz7242597021 - Ret Bd Elbolet Sr Id.66.5x19tksa217cl12 - As Per Unpriced Bid, 23 - Vz7242597021 - Retbd Elbolet Sr Id.66.5x19tk Sa217cl12 - As Per Unpricedbid, 24 - Vz7242597013 - Return Bend Sr Id.66.5x19thk Sa217cl12 - As Per Unpriced Bid, 25 - Vz7242597013 -return Bend Sr Id.66.5x19 Thk Sa217cl12 - As Perunpriced Bid
Gem Bids For Ladder Type Gs Cable Tray - 300mm Width, 2.5 Mtrslength, Ladder Type Gs Cable Tray - 150mm Width, 2.5 Mtrs Length, Perforated Type Gs Cable Tray -300mm Width, 2.5 Mtrs Length, Perforated Type Gscable Tray - 150mm Width, 2.5 Mtrs Length, Perforated Type Gs Cable Tray - 75mm Width, 2.5mtrs Length, Gs Elbows - Ladder Type 90 Degreevertical - 600mm Width, 600mm Radius - Inside, Gselbows - Ladder Type 90 Degree Vertical - 300mmwidth, 600mm Radius - Inside, Gs Elbows - Laddertype 90 Degree Vertical - 150mm Width, 600mm Radius- Inside, Gs Elbows - Ladder Type 90 Degree Vertical- 150mm Width, 600mm Radius - Outside, Gs Elbows -perforated Type 90 Degree Vertical - 300w Width, 600mm Radius - Inside, Gs Elbows - Perforated Type90 Degree Vertical - 300w Width, 600mm Radius -outside, Gs Elbows - Perforated Type 90 Degreevertical - 150w Width, 600mm Radius - Inside, Gselbows - Perforated Type 90 Degree Vertical - 150wwidth, 600mm Radius - Outside, Gs Elbows - Laddertype 90 Degree Horizontal - 600mm Width, 600mmradius - Inside, Gs Elbows - Ladder Type 90 Degreehorizontal - 600mm Width, 600mm Radius - Outside, Gs Elbows - Ladder Type 90 Degree Horizontal -300mm Width, 600mm Radius - Inside, Gs Elbows -ladder Type 90 Degree Horizontal - 300mm Width, 600mm Radius - Outside, Gs Ladder Type Tees-600w, 600mm Radius, Gs Perforated Type Tees-600w, 600mmradius, Gs Ladder Type Cross-600w, 600mm Radius, Gs Perforated Type Cross-600w, 600mm Radius, Gscable Tray Accesssories- M8 Bolt-1 No., Nut-1 No., Washer-2nos.
Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, Cc Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&p And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer.cement Concrete Grade M-15 And Above And Pcc Blocks 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 A Lead Of 50 Metres From Road Boundary Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Directed By Engineer.in Area Of Light Jungle Silt Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. Sludge Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. "providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level :1:3:6 (1 Cement : 3 Fine/ Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). " 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Reinforced Cement Concrete Work In Walls (any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Upto Two Stories Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement : Including Providing /mixing Of Synthetic Fibers Compulsorily Complying With Is 16481:2022 Of 06 Mm/12 Mm Length To Be Mixed @ 0.25% By Weight Of Cement I.e. 125 Gms Per 50 Kg Cement Up To 900 Gms Per Cum Of Concrete/ Mortar. "reinforcement For R.c.c. Work At All Levels Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete." Centring And Shuttering With Plywood Or Steel Sheet Upto Two Stories Or Height Upto 7.5 Metre Above Plinth Level Including Strutting, Propping Etc. And Removal Of Form For :foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Wrought Iron And Mild Steel Welded Work) (using Angles, Square Bars, Tees And Channel Grills, Grating Frames, Gates And Tree Guards Of Any Size And Design Etc. Including Cost Of Screens And Welding Rods Or Bolts And Nuts Complete Fixed In Position But Without The Cost Of Excavation And Concrete For Fixing Which Will Be Paid Separately. Providing And Fixing Of Reinforced Ferro-cement Drain Covers Designed For 'a' Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75mm To 150mm Anti Corrosive Bitumen Painted M.s. Plate , Rim And M.s. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc.standard Size 2100x500mm (150mm Thick) For Span 1201 To 1500mm Brick Work With Fps Bricks Of Class Designation 75 In Foundation And Plinth In:cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Cement Plastering Including T&p, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement : 4 Fine/ Coarse Sand) Providing And Laying Precast Reinforced Cement Concrete Box Culvert Section Of M-40 Grade Designed For 'aa' Class Loading As Per Irc Specifications Including The Effect Of Impact, Eq Etc. Complete On Firm Base Of 200mm Thick Lean Concrete Of M-10 Grade With Aggregate Of Size 40mm Nominal Of Following Internal Sizes. The Work Includes Required Safety Measures, Construction Of Drain For Diversion Of Flowing Water, Cost Of Design Of Rcc Precast Box And Its Proof Checking From Iit/mnit Jaipur Etc. Complete In All Respect As Per Specifications Diversion Of Flowing Water, Cost Of Design Of Rcc Precast Box And Its Proof Checking From Iit/mnit Jaipur Etc. Complete In All Respect As Per Specifications Size 2.00 M X 2.00 M Providing, Laying, Spreading And Compacting Of Granular Sub-base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Mort&h Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion.grading - I Material Providing, Laying, Spreading (with Paver Finisher Only) And Compacting Wet Mix Macadam (wmm) Base Course Comprising Of Graded Stone Aggregate And Granular Material Conforming To Mort&h Specifications (table 400-ii) In Layers Of Equal Compacted Thickness Each Consolidated, Including Pre-mixing The Material With Water At Omc In Mechanical Mixer (pug Mill), Carriage Of Mixed Material By Tippers To Site, Laying In Uniform Layers In Base Course On A Well Prepared Sub-base/ Base Course And Compacting With Power Vibratory-roller To Achieve The Desired Density Complete As Per Mort&h Specification Clause - 406 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg/sqm With The Help Of Spray Set Fitted On Bitumen Container (boiler) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Providing And Applying Tack Coat On The Prepared Surface With Bitumen Emulsion As Per Is: 8887 And Approved Quality @ 0.2 Kg/sqm With The Help Of Spray Set Fitted On Bitumen Container (boiler) After Cleaning The Surface With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. "providing And Laying 50-75 Mm Compacted Thick Design Mix (approved By Engineer) Dense Bituminous Macadam On Prepared Surface With Specified Graded Crushed Aggregates As Per Table 500-9, 500-10 With Bitumen Binder Set (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) For Base/ Binder Course Including Loading Of Material With F.e. Loader, Heating And Mixing Of Stone Aggregate, Filler And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control As Per Clause 504.3.5 To The Required Level And Grade, Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa To Achieve The Desired Density (approximately 2.3 Tonne/cum) Complete As Per Clause 507 Of Mort&h Specification But Excluding Primer/tack Coat, Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion.grade-ii With Bitumen Vg-grade 30 @ 4.25 %, Lime Filler @ 2% (percent By Weight Of Total Mix)" "providing And Laying 30-45 Mm Compacted Thickness Bituminous Concrete As Per Design Mix (approved By Engineer) On Prepared Surface With Specified Grade Stone Aggregate As Per Table - 500-18 With Bitumen For Wearing Course Including Loading Of Aggregate With F.e. Loader And Hot Mixing Of Stone Aggregate And Bitumen (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensing Device (as Per Clause 504-3.5) To The Required Level And Grade And Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa, To Achieve The Desired Density Complete As Per Clause 509 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Primer/tack Coat.grade-ii With Bitumen Vg-grade 30 @ 6% (percent By Weight Of Total Mix)" "earth Work In Excavation In Open Area, Stp, Wtp, Pumping Station With Mechanical Means Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Material, Disposal Of Excavated Material Lead Upto 1000m At Suitable Site As Per As Per Drawing And As Per Direction Of Engineer. (measurements For Payment To Be Done As Per Standard Drawings). Above 3.0 M And Upto 6.0 M Depth" Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, Cc Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&p And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer. Cement Concrete Grade M-15 And Above And Pcc Blocks 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 A Lead Of 50 Metres From Road Boundary Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Directed By Engineer.in Area Of Light Jungle Silt Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. Sludge Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr. "providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level : 1:3:6 (1 Cement : 3 Fine/ Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). " 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Brick Work With Fps Bricks Of Class Designation 75 In Foundation And Plinth In: Cement Plastering Including T&p, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement : 4 Fine/ Coarse Sand) Reinforced Cement Concrete Work In Walls (any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Upto Two Stories Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement : Including Providing /mixing Of Synthetic Fibers Compulsorily Complying With Is 16481:2022 Of 06 Mm/12 Mm Length To Be Mixed @ 0.25% By Weight Of Cement I.e. 125 Gms Per 50 Kg Cement Up To 900 Gms Per Cum Of Concrete/ Mortar. "reinforcement For R.c.c. Work At All Levels Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete." Centring And Shuttering With Plywood Or Steel Sheet Upto Two Stories Or Height Upto 7.5 Metre Above Plinth Level Including Strutting, Propping Etc. And Removal Of Form For :foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Wrought Iron And Mild Steel Welded Work) (using Angles, Square Bars, Tees And Channel Grills, Grating Frames, Gates And Tree Guards Of Any Size And Design Etc. Including Cost Of Screens And Welding Rods Or Bolts And Nuts Complete Fixed In Position But Without The Cost Of Excavation And Concrete For Fixing Which Will Be Paid Separately. Providing And Fixing Of Reinforced Ferro-cement Drain Covers Designed For 'a' Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75mm To 150mm Anti Corrosive Bitumen Painted M.s. Plate , Rim And M.s. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc.standard Size 2100x500mm (150mm Thick) For Span 1201 To 1500mm Dismantling Of Flexible Pavements For Sewer Line And Manholes And Disposal Of Dismantled Materials Up To A Lead Of 50 Metres As Directed By Engineer Including Allowances For Any Additional Dismantling Beyond The Drawings (measurement For Payment To Be As Per Standard Drawings), Re-handling Of Material/earth To Complete The Task. Bituminous Courses Granular Courses "providing, Laying, Spreading And Compacting Of Granular Sub-base By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Mort&h Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Grading - I Material" Providing, Laying, Spreading (with Paver Finisher Only) And Compacting Wet Mix Macadam (wmm) Base Course Comprising Of Graded Stone Aggregate And Granular Material Conforming To Mort&h Specifications (table 400-ii) In Layers Of Equal Compacted Thickness Each Consolidated, Including Pre-mixing The Material With Water At Omc In Mechanical Mixer (pug Mill), Carriage Of Mixed Material By Tippers To Site, Laying In Uniform Layers In Base Course On A Well Prepared Sub-base/ Base Course And Compacting With Power Vibratory-roller To Achieve The Desired Density Complete As Per Mort&h Specification Clause - 406 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Providing And Applying Tack Coat On The Prepared Surface With Bitumen Emulsion As Per Is: 8887 And Approved Quality @ 0.2 Kg/sqm With The Help Of Spray Set Fitted On Bitumen Container (boiler) After Cleaning The Surface With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&h Specification Including All Material, Labour, Machinery Lighting, Guarding And Maintenance Of Diversion. Providing And Laying 50-75 Mm Compacted Thick Design Mix (approved By Engineer) Dense Bituminous Macadam On Prepared Surface With Specified Graded Crushed Aggregates As Per Table 500-9, 500-10 With Bitumen Binder Set (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) For Base/ Binder Course Including Loading Of Material With F.e. Loader, Heating And Mixing Of Stone Aggregate, Filler And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control As Per Clause 504.3.5 To The Required Level And Grade, Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa To Achieve The Desired Density (approximately 2.3 Tonne/cum) Complete As Per Clause 507 Of Mort&h Specification But Excluding Primer/tack Coat, Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Grade-ii With Bitumen Vg-grade 30 @ 4.25 %, Lime Filler @ 2% (percent By Weight Of Total Mix) Providing And Laying 30-45 Mm Compacted Thickness Bituminous Concrete As Per Design Mix (approved By Engineer) On Prepared Surface With Specified Grade Stone Aggregate As Per Table - 500-18 With Bitumen For Wearing Course Including Loading Of Aggregate With F.e. Loader And Hot Mixing Of Stone Aggregate And Bitumen (including Cost Of Anti Stripping Compound Minimum 1% In Lime/cement As Per Design Wherever Required) In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensing Device (as Per Clause 504-3.5) To The Required Level And Grade And Compacting By Power Rollers And Vibratory Rollers Or 150 To 250 Kn Pneumatic Tyred Roller With Tp = 0.7 Mpa, To Achieve The Desired Density Complete As Per Clause 509 Of Mort&h Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Primer/tack Coat. Grade-ii With Bitumen Vg-grade 30 @ 6% (percent By Weight Of Total Mix)
