View Bid Results For Raising Of Ground Tenders

We found 749 Bid Results related to raising of ground tenders. You can find Contractor details who won raising of ground tenders along with contract details in Bid awards announcements section.

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Showing 1–15 of 749 tenders matching your filters
1.
Public Administrative Department #11466131 Price Bid
Tender for Dismentaling Of Cement Concrete Etc All Comp , Earth Work In Excavation In Trenches For Foundation Pipe Cable Etc All Comp , Providing And Laying In Position Cement Concrete Of Specified Grade Exing The Cost Of Centering And Shuttering 1:6:12 (1 Cement:6 Coars Sand:12 Graded Brick Etc All completion , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement In Position To The Required Line Level And Curvature Etc All completion , providing and laying Of 125 Micron Plastic Sheet Providing Over Sub Base Etc All Comp , Construction Of Manhole Chamber Etc All Comp , Construction Of Gully Pit As Per Design Of Knn Etc All Comp , Construction Of Granular Sub Base (Gsb)By Providing Well Graded Material Spreading In Uniform Layers With Motor Grader On Prepared Surface Etc All completion , Providing And Laying Design Mix Cement Of M-30 Grade In Roads/Tax Tracks Runways Using Cement Etc All completion , Raising Of Manhole Chamber Etc All Comp , Supply And Fixing Inogration Board With Paidestal And Granite Board Etc All completion , Cartage Of Earth Up To 3.00 Km Incliding Loading & Unloading Etc All Comp , Add 18% Gst
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
2.
Public Administrative Department #11466088 Price Bid
Tender for Dismentaling Of Interlocking Tiles Etc All Comp , Dismantaling Brick Work Or Stone Work In Lime Or Cement Mortar And Including Stocking Of Materials As Directed Etc All Comp , Dismentaling Of Cement Concrete Etc All Comp , Earth Work In Ecxavation In Ordinary Soil Lead 30 Mt& Lift 1.5 Mtincl Lab T&P Etc All Comp , Laying Of Base Concrete 1:6:12 With Cement C.Sand & 40 Mm Brick Ballast Etc All Cmp , Class-150 Brick Work In 1:4 Cement & Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And Tools And Plants Etc All Comp , 12 Mm Thick Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Interior Plastering Up To Floor Two Level Including Etc All Comp , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement In Position To The Required Line Level And Curvature Jointed With Cement Mortar Etc All Comp , Construction Of Gsb Granular Sub Base By Providing Well Graded Material Spreding In Uniform Layers With Mortar Grader On Prepared Surface completion , providing and laying Of 125 Micron Plastick Sheet Providing Over Sub Base Etc All Comp , Providing And Laying Design Mix Cement Of M-30 Grade In Road/Tak Tracks Runways Using Cement Etc All Comp , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2 Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 ( 1 Cement:6 Aggregate) In Lintels Of Doors And Windows Etc All Comp , Mild Steel Or Iron In Plain Work Such As Reinforced Concrete Or Reinforced Brick Work ( When Ot Include In Overall Rates) Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work Etc All Comp , Sale Of Material To Contractor Old Brick Etc All Comp , Sale Of Material To Contractor Brick Bats Etc All Comp , Supply And Fixing Of Inogaration Board Paidestal Etc All Comp , Construction Of Gully Pit As Per Design Of Knn Etc All Comp , Raising Or Manhole Chamber Etc All Comp , Construction Of M.H Chamber 0.60X0.60X1.20 Etc All Comp , Cartage Of Earth Up To 3 Km Including Loading & Unloading Etc All Comp , Add 18% Gst
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
Telangana View Result →
4.
Coal and Mines #11425703 AOC
Raising Of Stage And Other Misc. Works To Stage At Schs Ground, Mandamarri Area, Mancherial Dist.
Contract Date: Ref. Documents Contract Value : ₹ 7.94 Lakh
Government Departments No of Bidders 1
Telangana View Result →
5.
Water Resources and Irrigation #11420293 Technical Bid
Tender for 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. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Ssupply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts. Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. Total
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Delhi View Result →
6.
Water Resources and Irrigation #11415521 Technical Bid
Tender for 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. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Supply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts.Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. Total
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Delhi View Result →
7.
Water Resources and Irrigation #11415520 Technical Bid
Tender for 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. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Supply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. Total
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Delhi View Result →
8.
Public Administrative Department #11413361 AOC
Leveling & Raising Of Ground In Thattiannaram Grave Yard In Ward No.16
Contract Date: Ref. Documents Contract Value : ₹ 3.48 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
9.
Public Administrative Department #11387886 AOC
Protection Of Nala By Raising Of Rr Masonry And Providing Precast Slabs At Janapriya Play Ground In 101-Erragadda Divn , Circle-19, Slpz, Ghmc. (Recall)
Contract Date: Ref. Documents Contract Value : ₹ 38.06 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
10.
Public Administrative Department #11351788 AOC
Raising & Levelling The Ground In Swashakthi Bhavan In Ward No.22 Under General Fund.
Contract Date: Ref. Documents Contract Value : ₹ 1.49 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
11.
Public Administrative Department #11337364 Technical Bid
Tender for Construction Of Footpath With Interlocking Paver Block With Raising Drain From Chhapara School To Cremation Ground In Ward-10, Np Mailani
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
12.
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 →
13.
Rural Development #11250007 AOC
Tender for Providing, Erecting And Supplying Various Different Electric Material For 1 Year @Gr Anchayat Kadamwakwasti , Electric Material This Rate Please Mentioned Include Gst Invoice Shall Be Prepared With Gst Tax Whatever Applicable On Material Rate Are Mentione With Gst , Supplying And Erecting Modulartype Switch6a / 10A Isimark Approved Make Duly Erected On Provided Plate And Box With Wiring Connections Complete. , Supplying & Erecting Ms Pole Bracket For Guarding/Lt Oh Line, Fabricated From Angle Iron 50X50x6 Mm And 550 Mm Long For Necessary Nos. Of Provided Insulators And Erecting On Pole With 50X6mm Clamp Complete As Per Specification No. Oh -Pl/Bkt , Making Cement Concrete Foundation Including Excavation (60 X 60 X 150) Cm Deep In 1:3:6 Cement Concrete 20 X 25 Mm Stone Metal, (45 X 45 X 45) Cm /45 Cm Dia. X 45 Cm Height Plinth Duly Plastered, With Necessary Curing And Finishing Complete. (Above 6 M To 9 M Poles) , Supplying And Erecting Steel Tubular Swaged Pole 139.7 X 114.3 X 88.9 Mm. Dia With 4.5X3.65X3.25 Mm Thickness (4.5 + 1.75 + 1.75M) Length Respectively And Total 6 M Long With Pole Cap, Base Plate In Provided Foundation.(Weight 101 Kg.) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 139.7 X 114.3 X 88.9 Mm. Dia With 4.5X3.65X3.25 Mm Thickness (4.5 + 1.75 + 1.75M) Length Respectively And Total 8 M Long With Pole Cap, Base Plate In Provided Foundation.(Weight 101 Kg.) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm. Dia With 4.5 X 4.5 X 3.65 Mm Thickness ( 5 + 2 + 2M ) Length Respectively And Total 9 M Long With Pole Cap, Base Plate In Provided Foundation (Weight 147 Kg) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia With 4.5 X 4.5 X 3.65 Mm. Thickness (5 + 2.5 + 2.5 M) Length Respectively And Total 10 M Long With Pole Cap, Base Plate In Provided Foundation (Weight 160 Kg) As Per Specification No. Oh-Pl/Stp , Supplying And Erecting Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia. With 4.5 X4.5 X3.65 Mm Thickness (5.60 + 2.7 + 2.7 M) Length Total 11 M Long With Pole Cap, Base Plate In Provided Foundation (Weight 175 Kg.) As Per Specification No. . Oh-Pl/Stp , Supplying And Erecting Street Light Bracket For Erection Of Single Fitting On Tubular Welded Pole With 40 Mm. Dia 1.0 M Long B Grade G.I. Pipe Along With Pole Cap Of 125Mm Dia 600 Mm Long Duly Welded As Per Specification No. Fg-Bkt/Bpc , Supplying, Erecting & Marking Dpmcb 40A To 63A, B- Series (For Lighting) In Provided Distribution Board As Per Specification No. Swswr/Mcb , Supplying And Erecting Insulated D.P. Switch Surface Type/Flush Type 32A 240Vwith Indicator Lamp & Fuse , Supplying And Erecting Programmable Digital Almanactimer Microcontroller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respectively , Supplying Pvc Insulated Pvc Round Sheathed 1.5 Sq.Mm (30 No. X 0.25 Mm Dia.) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv , Supplying And Erecting Pvc Insulated Pvc Round Sheathed 2.5 Sq.Mm (50 No. X 0.25 Mm Dia.) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv , Supplying And Erectingled Street Light Fitting Suitable For 26W To 36W Led Street Light, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Bajaj , Supplying And Erecting Led Street Light Fitting Suitable For Above 40W To 48W Lamp, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification No Bajaj. Fgodf/Fls2. , Supplying And Erecting Led Street Light Fitting Suitable For 60W Lamp, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete As Per Specification Bajaj No Fg Odf/Fls-2. , Supplying And Erecting Led Street Light Fitting Suitable For Above 70W- 75 Lamp, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls2 , Supplying And Erectingled Street Light Fitting Suitable For 90 W Led Street Light, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Bajaj , Supplying And Erecting Led Street Light Fitting 100W, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2. , Supplying And Erecting Led Street Light Fitting 120 W, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2. , Supplying And Erecting Led Street Light Fitting 150 W, Including Lamp, With providing fixing 0.95 Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2 , Supplying And Erecting Led Flood Light Fitting Of 120W, Including Lamp, With providing fixing 0.95,Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg Odf/Fls-2 , 2-5-17 Supplying And Erecting Led Flood Light Fitting Of 150W, Including Lamp, With providing fixing 0.95,Class Ip 65 And Above Housing Of Pressure Die Cast Aluminium Alloy And Heat Sink Extruded Aluminium Complete Per Specification Bajaj No Fg-Odf/Fls-2 , Supplying And Erecting Street Light Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6M. In Length Along With Pole Cap Of 300 Mm Length And 80 Mm Dia Duly Welded With Provided Leads As Per Specification Jno. Fg-Bkt/Bpc(2-9-2) , Supplying And Erecting Street Light Wall Bracket Made From 25 Mm. Dia ‘B Class G.I. Pipe 1.2 M In Total Length Complete As Per Specification No. Fg-Bkt/Wb(2-9-3) , Supplying & Laying Pvc Armoured Cable 4Core 6Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 10 Sq Mm 7-1-15 , Supplying & Laying Pvc Armoured Cable 2Core 10 Sq Mm , Supplying & Laying Pvc Armoured Cable 2Core 6 Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 16 Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 25 Sq Mm , Supplying, Erecting & Terminating Xlpe Armoured Cable 3½ Core 70 Sq. Mm. Aluminium Conductor , Supplying, Erecting & Terminating Xlpe Armoured Cable 3½ Core 95 Sq. Mm. Aluminium Conductor , Supplying, Erecting & Terminating Xlpe Armoured Cable 3½ Core 120 Sq. Mm. Aluminium Conductor With Continuous , Supplying, Erecting & Marking Spmcb 6A To 32A, B- Series (For Lighting) , Supplying, Erecting & Marking Dpmcb 6 A To 32 A Bseries (For Lighting) , Supplying, Erecting & Marking Fpmcb 40A To 63A In Provided Distribution Board , Supplying & Erecting Crimping Type Aluminium Lugs For Cable Upto 16 Sq Mm Complete , Supplying & Erecting Crimping Type Coper Lugs For Cable Upto 1.5 To 6Sq Mm Complete... , Supplying And Erecting Two Pole Power Contactor 250V 32A For Time Switch Complete Erected On Wooden Block/Provided Box, With Necessary Materials. , Supplying & Erecting Mains With2x1.5 Sq.Mm F.R Copperpvc Insulated Wire Laid In Provided Conduit/Trunking/Inside Pole , Supplying & Erecting Mains With 2X4 Sq.Mm F.R Copper Pvc Insulated Wire Laid In Provided Conduit/Trunking/Inside Pole/Bus Bars Or Any Other Places. As Per Specification No: Gma/Bw , Supplying And Erecting Mains With Isi Mark Wp2 X 6 Sq. Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires On G.I. Bearer Wire No. 8 Swg 1-4-3 , Supplying And Erecting Mains With Isi Mark Wp2 X 2.5 Sq Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires On G.I. Bearer Wire , Supplying And Erecting Mains With Isi Mark Wp2 X 10.00 Sq Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires On G.I. Bearer Wire , 25 Amp, 32 annual periodical maintenance Three Phase L/T Contactor , Insulation Tape , Water Proof Tape , Cable Joint Kit Upto 25 Sq. Mm Cable , Cable Joint Kit Upto 35Sq. Mm To 95 Sq Mm Cable , Cable Joint Kit Upto 120Sq. Mm To 185 Sq Mm Cable , Cement Street Light Pole Clamp With Nut Bolt , M.S. Street Light Pole Clamp With Nut Bolt , Servicing And Primary Maintenance Of Street Light Pole 1 Visit Per Month Pole Included And Also Call Basis. Checking All Wire Connections, Nut Bolt Tighting, Lugs Connection. Old Light Changing & Service Wire Conection Labour Works Etc. , Supplying And Laying (Including Excavation Of Suitable Width & Depth Up To 90 Cm) 50 Mm Outside Dia. Double Wall Corrugated Pipes(Dwc) Of Hdpe For Enclosing Cable Below Ground/Road Surface, To Required Depth Complete. , Servicing And Primary Maintenance For Street Light Pole. , Light Poles Painting In Silver Colour , 26W Led Light To 100W Led Light Repairing , Old Pole Shifting, Rework And Foundation Work Per Pole Etc. , Supply &Fixing Of Shakle Hardware With Nut Bolt , Supply And Installation Of Mini Feeder Pillar With Stand , Reinforced Cement Concrete Road Cheasling Charges With Tractor Breaker (1 Hours) , Tree Triming For Overhead Line , Supplying & Erecting Street Light Control Panel Outdoor Type, For Single Phase 2 Wire System Having In Built Astronomical Adjustable Programmable Timer With Minimum 5 Years Battery Backup, 2 Pole Contactor Upto 60 A, With Maintenance Mode To Switch On Street Lights During Time Of Repairs With Energy Consumption Data Recording For Analysis And Lcd Display For Energy Monitoring With Numeric Key Pad In Provided Box Complete. , Supplying & Erecting Street Light Control Panel Outdoor Type, For Three Phase 4 Wire System Having In Built Astronomical Adjustable Programmable Timer With Minimum 5 Years Battery Backup, 4 Pole Contactor Upto 60 A, With Maintenance Mode To Switch On Street Lights During Time Of Repairs With Energy Consumption Data Recording For Analysis And Lcd Display For Energy Monitoring With Numeric Key Pad In Provided Box Complete , Servicing And Primary Maintenance Of Solar Light Pole 1 Visit In Month Included And Also Call Basis. Checking All Wire Connections, Nut Bolt Tighting, Lugs Connection, Timer Working Condition And Panel Cleaning , Supplying, Installing, Testing And Commissioning Solar Street Light Pole Comprising Of 9 W Led Fitting, 12V 18Ah Maintenance Free Lithium Battery, Min. 40 Wp Spv Module, Ms Powder Coated Battery Box Weather Proof, Mounted On 75/80 Mm Dia. B-Grade Gi Pole Of 6 M. Height Along With Brackets, Foundation, Earthling And Necessary Accessories Complete. Specification No. Esd-Sol-Stl ( With 5 Years Warrantee ) , 4-3-13 Supplying, Installing, Testing And Commissioning Solar Street Light Pole Comprising Of 12W X 2 Nos. Led Fittings, 12V Min. 100Ah Maintenance Free Lithium Battery, Min. 120Wp Spv Module, Ms Powder Coated Battery Box Weather Proof, Mounted On 75/80 Mm Dia. B-Grade Gi Pole Of 6 M. Height Along With Brackets, Foundation, Earthling And Necessary Accessories Complete. Specification No. Esdsol-Stl , Providing Rental Basis Hydraulic Bucket Vehicle Of Highth 13 Mtr. And Weight Capacity 200 Kg With Driver, Oprator And Disel Etc. For Per Day Basis.. , Providing & Erecting 7 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 130 Mm A/F, Top 70 Mm A/F On Provided Foundation As Per Specification Bajaj No.Oh-Pl/Opl. , Providing & Erecting 9 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 155 Mm A/F, Top 70 Mm A/F On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Opl , Providing & Erecting 10 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 175 Mm A/F, Top 70 Mm A/F On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Opl , Providing & Erecting 11 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 210 Mm A/F, Top 90 Mm A/F On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Opl , Supplying And Erecting Outdoor Stand Mounted Feeder Pillar For Highmast Of The Same Manufacturer With 63A Tpn Mcb Incomer, Single Dial Timer Switch, 45A Tp Contactor For Automatic Switching Of Luminaries, 2 Nos 9A Contactors And Raise/Lower Push Button, And Provision For Termination Of Adequate Size Of Incoming And Outgoing Cables Erected In Min. 14 Swg Crca Sheet Box Powder Coated With Supporting Angles, Self-Lock, Gasket And Slanting Top Erected With cement concrete Foundation Complete , Supplying And Erecting 12.5 M (Clear Height) High Mast (Top 150Mm, Bottom- 360Mm) With Lowering And Raising Motorized Unit, Lantern Carriage Assembly Suitable For Max. 6 Nos. Luminaries And Its Control Gear Box, Lightning Finial Arrangement For Fixing Aviation Light And Foundation Bolts On Provided Foundation As Per Specification Bajaj No. Oh-Pl/Hm (Excluding Luminaries ). , Making Cement Concrete Foundation Including Excavation (60 X 60) Cm X Deep 1/6 Of Pole Length In 1:3:6 Cement Concrete 20 X 25 Mm Stone Metal, 45 Cm X 45 Cm X 45 Cm /45 Cm Dia. X 45 Cm. Height Plinth Duly Plastered, With Necessary Curing And Finishing Complete. (For Above 9 M Poles) , Supplying And Erecting Mini Feeder Pillar Triple Pole With 200A Fpmccb As Incomer And 2 Outgoing Circuits With Hrc Fuse Base And Cartridge Of 100A Consists Of Aluminium Bus Bar 500 V 200 A Complete Erected In 14 Gauge Crca Sheet Box With Supporting Angles, Self-Locks, Gasket And Slanting Top To Be Erected On Provided Foundation As Per Specification No. Sw-Swr/Mfp , Supplying & Erecting Street Light Control Panel In Powder Coated Crca 14/16 Swg Sheet, Outdoor Type, Single Phase, 240 V Consisted Of Suitable Rating Contactor, 24 Hrs Digital / Astronomical Time Switch With Minimum 5 Years Battery Backup, Spn Mcb 63 A Auto/Manual Selector Switch,On/Off Push Buttons, Indicator Lamps, Control Wiring, Metering Device, Etc For Automatic Operation & Overcurrent, Short Circuit, Earth Fault Protection Of Street Lights Upto The Max Load Of 12 Kw On Provided Iron Frame / cement concrete Foundation Complete. , Providing Earthing With Galvanized Iron Earth Plate Size 60 X 60 X 0.6 Cm Complete With All Materials, Testing & Recording The Results As Per Specification No. Ea-Ep , Providing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.L. Rod Complete With All Materials As Per Specification No. Ea-Ep , Supplying And Erecting Regular/ Standard Model Ceiling Fan Of 600Mm. Sweep Complete Erected In Position As Per Specification No. Fg-Fn/Cf , Supplying And Erecting Regular/ Standard Model Ceiling Fan Of 900 /1050 Mm. Sweep Complete Erected In Position As Per Specification No. Fg-Fn/Cf , Supplying & Fixing Anchor Type Fastener Fan Hook, With 2 Nos. Of 10 Mm Dia X 75 Mm Long With Necessary Materials For Ceiling Fan. , 36 Watt Pcb , 36 Watt Driver , 50-60 Watt Pcb , 50-60 Watt Driver , 70 Watt Pcb , 70 Watt Driver , Highmast Repairing 100-150 Watt , Service Wire 4 Sq.Mm Isi Mark 2 Core , Service Wire 6 Sq.Mm Isi Mark 2 Core , Service Wire 10 Sq.Mm Isi Mark 2 Core , Frp Box Of Size 300 X200 X125 Mm 2.7Mm Thickness , 12W Led Bulb , 14W Led Bulb , 18W Led Bulb , 100 W Bulb , 200 W Bulb , 35 annual periodical maintenance Kitkat Fuse , 63 annual periodical maintenance Kitkat Fuse , Servie Reel Pvc , Retrofit T8 Led 18/20 Tube Light , Lamp Holder China Clay , Lamp Holder (Pendent) , 5Am Shocket Armor , 5Am Sawich Armor , Miter Box Singal Phase Pvc 300X150x420 , Miter Box 3Phase Pvc 540X600x200 , Miter Box Coted , 8M Sarfes Box & Pleat , Rsj Pole 9 Mtr , V Cross Arm 22 Kv , Cut Pont Set 22 Kv , Pin Insulater22 Kv , Disc Insulater 22 Kv , Nut Bolt , Conductor 55 Sq Mm Aac , Ht Stay Set , Lt Stay Set , Stay Wire , Gi Wire 8 Swg , Pole Errection , Conductor Errection , V Cros Fixing , Cutpoint Fixing , Mcb Box Metal 3Way , Supply Of Tiranga Pole As Per Sepcifucation 139.7Mm Od Pipe - 3Mtr 114.3Mm Od Pipe 1Mtr - 03 Nos 88.9Mm- Od Pipe - 2 Mtr Total 8 Mtr Pole , Day &Night Motin Sensor Auto On/Off Light Electronics(With Drayvar) , 9 Mtr. Pole Solar High Mast System: A) Solar Led Luminaries / Flood Light Wattage Should Be Of 50 Watt -- 6 Nos. B) Led Should Be Of/Powered By Philips/ Osaram Or Equivalent Reputed Brand. C) Battery Should Be Of Lithium Ion / Li Sepo4 (Lithium Ferro Phosphate) D) Battery Capacity Should Be Atleast 100 Ah --- 6 Nos. E) Solar Panel Should Be Of 330 Watt --- 6 Nos. F) Pole Should Be Polygonal. The Mast Should Be Hot Dip Galvanized 20 , 6 Mtr. Pole Solar High Mast System: A) Solar Led Luminaries / Flood Light Wattage Should Be Of 50 Watt -- 4 Nos. B) Led Should Be Of/Powered By Philips/ Osaram Or Equivalent Reputed Brand. C) Battery Should Be Of Lithium Ion / Li Sepo4 (Lithium Ferro Phosphate) D) Battery Capacity Should Be Atleast 100 Ah --- 4 Nos. E) Solar Panel Should Be Of 330 Watt --- 4 Nos. F) Pole Should Be Polygonal. The Mast Should Be Hot Dip Galvanized 20 , Gst Charges
Contract Date: Jun 08, 2026 Contract Value : ₹ 14.78 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
14.
Public Administrative Department #11212849 Price Bid
Tender for 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 , Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required. , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required. , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc/ Hume/ Metal Pipe As Required. Upto 35 Sq. Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Masonry Open Duct As Required. Upto 35 Sq. Mm , Supplying And Drawing Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. 3 X 1.5 Sq. Mm , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc..Direct In Ground (75 Cm Below Ground Level) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supplying And Fixing Of Light Class Gi Pipe Of 50 Mm Dia (Nominal) 3 Meters Length Along The Pole For Protection Of Under Ground Cable As Required. , Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-2C X 6 Sqmm , Fabrication, Supplying And Fixing Class B Galvanised Single Overhang Arm Bracket Made Out Of 250Mm Long Galvanised Top Tube With Cap And 1000Mm Long 32 Mm Dia Galvanised Pipe With Tightening Bolts Complete As Required , Fabrication, Supplying And Fixing Class B Galvanised Double Overhang Arm Bracket Made Out Of 250Mm Long Galvanised Top Tube With Cap And 1000Mm Long 32 Mm Dia Galvanised Pipes With Tightening Bolts Complete As Required. , Supply And Fabrication Of Pole Protection System Made Up Of 8 Swg Steel Wire Mesh Of Size 25Mm X 75Mm Rectangular With 50Mmx50mmx6mm Ms Angle Iron For Supporting The Mesh I/C Mv Danger Plate And Grounding The Protection System In Suitable Quality Of cement concrete Etc As Reqd. , Providing And Laying In Position M25 Grade Reinforced Cement Concrete Foundation Of Size 450 Mm(L) X 450 Mm Wide And 1000 Mm Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Rewinforcement Of Cold Twisted Bars Of 12 Mm Dia -960Mm Long (Approx.) - 8 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia - 1400 Mm (Approx.) - 6 Nos. (With 150 Mm Spacing) As Required With Supplying And Positioning Of 4 Nos Foundation Bolts Of Size 16 Mm Dia And 600 Mm Long, J Type I/C 2 Nos Template Anchor Plates Of Size 225 Mm X 225Mm X 3 Mm And Providing 63 Mm Dwc Hdpe Pipe For Cable Entry & Exit As Required For 5Mtr Pole , Fabrication, Supply & Erection Of 5.0 Mtr Height, Minimum 3 Mm Thick, Bottom Dia Of 130Mm & Top Dia Of 70Mm, Base Plate Of Size 225 X 225 X 12 Mm Thick Flange Mounted Hot Dip Galvanized Octagonal Pole Made From Ht Steel Plate, Window With Flash Cover With Full Vertical Window Cover At Appropriate Height From The Base Plate On Existing Cement Concrete Pedestal As Required. L/C Supplying And Fixing Of 6 Mm Thick Laminated Mounted Sheet Inside The Window And L/C Providing And Welding 3 Nos. Gi Strips 4 Mm Thick Of Suitable Length And Having Suitable Size Tapped Holes As Reqd, Terminal Block Suitable For 25 Sq Mm Conductor - 4 Nos. & Shorting Links On Din Channel L/C Providing And Fixing Din Channel Of Suitable Length, 6 Amp. Spmcb C Curve Characteristics, Earth Stud, Cable Support Clamp Suitable For Upto 4X25 Sqmm Cable. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is Code Etc As Required , Fabrication, Supplying, Installation, Testing, Commissioning Of 12 Metres Semi High Mast System With Its Accessories, Mast Shaft Shall Be In One Section, Hot Dip Galvanized 4Mm Thick(Single Dip) Inside & Out Sides &Sultable For Wind Velocity As Per Is 875 Part3.There Shall Be In Longitudinal Seam Weld Per Section And No Circumferential Weld. It Should Also Included Accessories For Seml High Mast Head Frame,2 Point Suspension System,5 X 2.5 Sqmm Copper Conductor With Steel Wire Rope 5Mm Dia. (7/19 Construction) Single Drum Winch ,Galvanized Lantern Carriage Arrangement Suitable For 4/6 Nos. Flood Light Luminaries Symmetrically And Its Control Gears Boxes And Lighting Finial, The Mast Shall Have Integral Type Manual Tool Mounted At The Base Compartment Of Its Raising And Lowering Operation With Foundation Bolts And Anchor Plate And Control Panel Housing Suitable Reinforced Cement Concrete (1:2:4) Shallow Foundation Of Size 1M(L) X 1M Wide And 2M Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Reinforcement Of Cold Twisted Bars Of 12 Mm Dia -2100Mm Long (Approx.) 16 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia 3700 Mm (Approx.) 13 Nos. (With 150 Mm Spacing) As Required With Positioning Of Foundation Bolts And Providing Dwc Hdpe Pipe For Cable Entry & Exit As Required For The Semi High Mast Considering The Safe Soil Bearing Capacity At Site As 10T/Sqm At 2Mts. Depth With All Material I/C 4 Nos S.P Mcb,1 No. Double Pole 16Amp. Mcb Etc As Reqd. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is. , Led Street Light Fixture, Powder Coated Pressure Die Cast Aluminum Body (System Lumen Efficacy ≥135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Street Light Led Fixture, Powder Coated Pressure Die Cast Aluminum Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: 140-270 Volt Ac, Freq 50/60 Hz, Operating Temp Range -5 Deg Centigrade To 50 Deg Centigrade, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-45, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2 , P. F.≥0.95, Ip66,Ik-10, Cri ≥70 , Under Voltage And Over Voltage Protection,Emi-Emc As Per Cispr-15, Lenses For Beam Angle As Per Iesna Type I/Ii/Iii As Per The Width Of The Road And The Project Requirement., Suitable To Fit In Up To 65Mm Dia Pipe, Life Time (Led,Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report , Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminum Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 45 Watt , Led Flood Light, Powder Coated Pressure Die Cast Aluminum (System Lumen Efficacy ≥135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminum Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Freq 50/60 Hz, Operating Temp Range -5 Deg Centigrade To 50 Deg Centigrade, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2 , P. F.≥0.95, Ip-66,Ik-10, Cri ≥70 , Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr-15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led,Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report , Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminum Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 100W , Supply And Fixing Of 32Mm Dia X 1 Meter Long G.I. Pipe (Medium Class) Bracket For Mounting Of Fluorescent/Hpmv/Hpsv Street Light Fitting On Pole Including Bending The Pipe To The Required Shape , 2 Nos 25Mm X 6Mm Flat Iron Clamps With Nuts, Bolts And Washer , Painting The Flat Iron With Primer And Finish Paint Etc. As Reqd. , Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Un-Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-2C*4 Sqmm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
Delhi View Result →
15.
Public Administrative Department #11212721 Price Bid
Tender for Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required. , Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required. , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required. , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc/ Hume/ Metal Pipe As Required. Upto 35 Sq. Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Masonry Open Duct As Required. Upto 35 Sq. Mm , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc..Direct In Ground (75 Cm Below Ground Level) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supplying And Fixing Of Light Class Gi Pipe Of 50 Mm Dia (Nominal) 3 Meters Length Along The Pole For Protection Of Under Ground Cable As Required. , Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-2C X 6 Sqmm , Supply And Fabrication Of Pole Protection System Made Up Of 8 Swg Steel Wire Mesh Of Size 25Mm X 75Mm Rectangular With 50Mmx50mmx6mm Ms Angle Iron For Supporting The Mesh I/C Mv Danger Plate And Grounding The Protection System In Suitable Quality Of cement concrete Etc As Reqd. , Fabrication, Supplying, Installation, Testing, Commissioning Of 12 Metres Semi High Mast System With Its Accessories, Mast Shaft Shall Be In One Section, Hot Dip Galvanized 4Mm Thick(Single Dip) Inside & Out Sides &Sultable For Wind Velocity As Per Is 875 Part3.There Shall Be In Longitudinal Seam Weld Per Section And No Circumferential Weld. It Should Also Included Accessories For Seml High Mast Head Frame,2 Point Suspension System,5 X 2.5 Sqmm Copper Conductor With Steel Wire Rope 5Mm Dia. (7/19 Construction) Single Drum Winch ,Galvanized Lantern Carriage Arrangement Suitable For 4/6 Nos. Flood Light Luminaries Symmetrically And Its Control Gears Boxes And Lighting Finial, The Mast Shall Have Integral Type Manual Tool Mounted At The Base Compartment Of Its Raising And Lowering Operation With Foundation Bolts And Anchor Plate And Control Panel Housing Suitable Reinforced Cement Concrete (1:2:4) Shallow Foundation Of Size 1M(L) X 1M Wide And 2M Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Reinforcement Of Cold Twisted Bars Of 12 Mm Dia -2100Mm Long (Approx.) 16 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia 3700 Mm (Approx.) 13 Nos. (With 150 Mm Spacing) As Required With Positioning Of Foundation Bolts And Providing Dwc Hdpe Pipe For Cable Entry & Exit As Required For The Semi High Mast Considering The Safe Soil Bearing Capacity At Site As 10T/Sqm At 2Mts. Depth With All Material I/C 4 Nos S.P Mcb,1 No. Double Pole 16Amp. Mcb Etc As Reqd. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is. , Providing And Fixing Name Board Made Of Ms Sheet 90X60cm, 1Mm Thick With Frame Of Ms Angle 50X50x6mm, Two Diagonal Braces At The Back Of The Sheet Of Ms Flat 40X6mm, Total Height Of The Board Above Ground Level 2.40M, Length Of Legs Below Ground 0.30M Embedded In Cement Concrete Block 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20Mm Nominal Size) 30X30x45cm Including Excavation And Removal Of Surplus Earth With In 50M Lead, Applying Priming Coat Of Approved Steel Primer, Painting With Synthetic Enamel Paint Of Approved Quality And Lettering With Enamel Paint Of Approved Colour (One Side) As Per Drawing/Direction Of Engineer-In-Charge , Led Flood Light, Powder Coated Pressure Die Cast Aluminum (System Lumen Efficacy ≥135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminum Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Freq 50/60 Hz, Operating Temp Range -5 Deg Centigrade To 50 Deg Centigrade, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2 , P. F.≥0.95, Ip-66,Ik-10, Cri ≥70 , Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr-15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led,Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report , Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminum Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 100W
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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16.
Water Resources and Irrigation #11188193 Technical Bid
Tender for 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. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Supply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts. Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. , Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including 500X450 Mm Pre-Cast Reinforced Cement Concrete Horizontal Grating With Frame Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
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17.
Water Resources and Irrigation #11188192 Technical Bid
Tender for 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. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Supply & Filling Of C&D Recycled Products, Recycled Aggregate 40Mm Size Including Loading, Unloading, Banking The Same And Filling Up /Ground Depressions, With All Leads And Lifts. Note : Item Will Be Paid After Submissio Of Receipt Of C&D Waste Plant Against The Quantity Supplied At Site. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete:40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level : Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 350Kg Of Cement(43 Grade, Opc) Per Cum Of Concrete In Roads / Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Admixture In Recommended Proportion As Per Is9103 To Accelerate/ Retard Setting Of Concrete To Improve Workability With Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibratos, Leveling To Required Slope & Camber, Finishing By Floating & Brooming With Wire Brushes Etc. And Curing Including Making Provision For construction / Expansion, Construction Of Cross / Longitudinal Joints Of Size 10Mm Wide 50Mm Deep By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Etc. Complete, As Per Direction Of Engineer In-Charge. (Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Items).Note:- Cement Content Considered In M-30 Is @ 350 Kg/Cum. Excess/Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately M-30 Rmc By Using Minimum Cement @350 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) Including Transportation To Site In Transit Mixer. , Providing And Fixing Red Sand Slab 40Mm Thick Over Drain. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality H D - 20 Circular Shape 560 Mm Internal Diameter. , Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required (Raising Depth Of Manhole To Be Paid Separately) :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35. , Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including 500X450 Mm Pre-Cast Reinforced Cement Concrete Horizontal Grating With Frame Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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18.
Public Administrative Department #11181011 Price Bid
Tender for Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Masonry Open Duct As Required. Upto 35 Sq. Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc/ Hume/ Metal Pipe As Required. Upto 35 Sq. Mm , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required , Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required. , Earthing With G.I. Earth Pipe 4.5 Meter 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. , Supplying And Drawing Following Sizes Of Frls/Hffr Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. 3X1.5 Sqmm , Providing And Laying In Position M25 Grade Reinforced Cement Concrete Foundation Of Size 450 Mm(L) X 450 Mm Wide And 1000 Mm Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Reinforcement Of Cold Twisted Bars Of 12 Mm Dia -960 Mm Long (Approx.) - 8 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia - 1400 Mm (Approx.) - 6 Nos. (With 150 Mm Spacing) As Required With Supplying And Positioning Of 4 Nos Foundation Bolts Of Size 16Mm Dia And 600 Mm Long J Type I/C 2 Nos. Template Anchor Plates Of Size 225X225x3 Mm And Providing Dwc Hdpe For Cable Entry & Exit As Required For 3 M And 5 Mtr Pole. , Fabrication, Supply & Erection Of 5.0 Mtr Height, Minimum 3 Mm Thick, Bottom Dia Of 130Mm & Top Dia Of 70Mm, Base Plate Of Size 225 X 225 X 12 Mm Thick Flange Mounted Hot Dip Galvanized Octagonal Pole Made From Ht Steel Plate, Window With Flash Cover With Full Vertical Window Cover At Appropriate Height From The Base Plate On Existing Cement Concrete Pedestal As Required. L/C Supplying And Fixing Of 6 Mm Thick Laminated Mounted Sheet Inside The Window And L/C Providing And Welding 3 Nos. Gi Strips 4 Mm Thick Of Suitable Length And Having Suitable Size Tapped Holes As Reqd, Terminal Block Suitable For 25 Sq Mm Conductor - 4 Nos. & Shorting Links On Din Channel L/C Providing And Fixing Din Channel Of Suitable Length, 6 Amp. Spmcb C Curve Characteristics, Earth Stud, Cable Support Clamp Suitable For Upto 4X25 Sqmm Cable. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is Code Etc As Required , Fabrication Supplyiing And Fixing B-Class Galvanised Single Overhang Arm Bracket Made Out Of 250 Mm Long Galvanized Top Tube With Cap 1000Mm Long 32 Mm Dia Galvanized Pipe With Tightening Bolts Complete As Reqd. , Fabrication Supplyiing And Fixing B-Class Galvanised Double Overhang Arm Bracket Made Out Of 250 Mm Long Galvanized Top Tube With Cap 1000Mm Long 32 Mm Dia Galvanized Pipe With Tightening Bolts Complete As Reqd. , Fabrication,Supplying,Installation,Testing,Commissioning Of 12 Mts.High Mast System With Its Accessories ,Mast Shaft Shall Be In One Section , Hot Dip Galvanized 4Mm Thick (Single Dip ) Inside And Out Sides And Suitable For Wind Velocity As Per Is 875 Part3 .There Shall Be In Longitudinal Seam Weld Per Section And No Circufrential Weld. It Should Also Included Accessories For High Mast Head Frame ,2 Point Suspension System With Steel Wire Rope 5Mm Dia. (7/19Construction) Single Drum Winch ,Galvanized Lantern Carriage Arrangement Suitable For 4/6 Nos. Flood Light Luminaries Luminaries Symmitrically And Its Control Gears Boxes And Lighting Finial ,The Mast Shall Have Integral Type Manual Tool Mounted At The Base Compartment Of Its Raising And Lowering Operation With Foundation Bolts And Anchor Plate And Control Panel Housing Suitable Reinforced Cement Concrete (1:2:4) Shallow Foundation Of Size 1M(L)X1m (W)X2m Deep I/C Excavation Of Earth I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Rewinforcement Of Cold Twisted Bars Of 12 Mm Dia -2100 Mm Long (Approx.) - 16 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia - 3700 Mm (Approx.) - 13 Nos. (With 150 Mm Spacing) As Required With Positioning Of 4 Nos Foundation Bolts And Providing Dwc Hdpe Pipe For Cable Entry & Exit As Required For High Mast Considering The Safe Soil Bearing Capacity At Site As 10T/Sqm At 2Mts. Depth With All Material I/C,4Nos S.P Mcb,63Amp.Dpisolator Etc As Reqd. Logo/Name Of Manufacturer Shall Be Embossed On The Pole. Galvanized As Per Relevant Is. , Supply And Fabrication Of Pole Protection System Made Up 8 Swg Steel Wire Mesh Of Size 25 Mm X 75 Mm Rectanglar With 50 Mm X50 Mmx6mm Ms Angle Iron For Supporting The Mesh I/C Mv Danger Plate And Grounding The Protection System In Suitable Quality Of cement concrete Etc. , Providing And Fiving Name Board Made Of Ms Sheet 90X60cm, 1Mm Thick With Frame Of Ms Angle 50X50x6mm, Two Diagonal Braces At The Back Of The Sheet Of Ms Flat 40X6mm, Total Height Of The Board Above Ground Level 2.40M, Length Of Legs Below Ground 0.30M Embedded In Cement Concrete Block 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20Mm Nominal Size) 30X30x45cm Including Excavation And Removal Of Surplus Earth With In 50M Lead, Applying Priming Coat Of Approved Steel Primer, Painting With Synthetic Enamel Paint Of Approved Quality And Lettering With Enamel Paint Of Approved Colour (One Side) As Per Drawing/Direction Of Engineer-In-Charge , Providing And Fixing Of Stainless Steel Name Plate Of Size 6X8 Sq Inch Made Of 20 Gauge Sheet Including Engraved Name Of Area Representative Duly Painted Along With Ss Clamp Nut Bolt Etc As Required. , Supply Of Xlpe Insulated,Pvc Sheathed Al.Conductor Armoured Cable 1.1Kv Grade Conforming To Is 7098/1988 Of Following Sizes (A) 2 X6 Sqmm , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc.Direct In Ground (75 Cm Below Ground Level) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc. In The Existing Trench, Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Excavation Of The Cable Trenches In Hard Rock Not Exceeding 1.5 Metres In Width, And Lift Upto 1.5 Metres, Including Getting Outthe Excavated Soil And Disposal Of Excavated Soil As Directed Within A Lead Of 50 Metres , Providing And Laying In Position Cement Concrete Of Specific Grade Excluding The Cost Of Centering And Shuttering-All Work Up To Plinth Level:1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources. , Supplying And Fixing Of Light Class G.I. Pipe Of 50 Mm Dia. (Nominal) 3 Metres Length Along The Pole For Protection Of Under Ground Cable As Required. , Led Street Light Fixture, Powder Coated Pressure Die Cast Aluminum Body (System Lumen Efficacy 135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Street Light Led Fixture, Powder Coated Pressure Die Cast Aluminium Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.≥0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr-15, Lenses For Beam Angle As Per Iesna Type I/Ii/Iii As Per The Width Of The Road And The Project Requirement., Suitable To Fit In Up To 65Mm Dia Pipe, Life Time (Led,Driver & Electrical Circuitary) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin), Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All 51 Delhi Schedule Of Rates (E&M)-2025 Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy 135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted.. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 45 Watt , Led Flood Light, Powder Coated Pressure Die Cast Aluminium (System Lumen Efficacy 135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminium Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.≥0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, 54 Delhi Schedule Of Rates (E&M)-2025 Emi-Emc As Per Cispr-15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led, Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm (Standard Deviation Colour Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy 135 Lm/Watt Output. Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 100W
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
Delhi View Result →
19.
Defence #11167640 AOC
Tender For Provision Of Single Men Barracks Including Cook House For Agniveers At Brc, Danapur.; 1 SCHEDULE A Part-I (Building/Structures) (To be quoted by the tenderer) 2 Item No 01 A : Design and construction of 180 ORs SM BarrackComplete allspecified in soil bearing capacity report, design basis report, drawings and tender documents. 3 Item No 01 B: Design and construction of Dinning Hall Complete allspecified in soil bearing capacity report, design basis report, drawings and tender documents. 4 Item No 01C : Design and construction of Cook House Complete allspecified in soil bearing capacity report, design basis report, drawings and tender documents. 5 Sch A Part-II (Internal Electrification)Lump sum price worked out by the contractor for (Internal Electrification) as listed in Schedule A Part-II against the lump sum price inserted by the MES. 6 Sch A Part-III (External Electric Supply)Lump sum price worked out by the contractor for (External Electric Supply) as listed in Schedule A Part-III against the lump sum price inserted by the MES. 7 Sch A Part-IV(External Water supply)Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule A Part-IV against the lump sum price inserted by the MES. 8 Sch A Part-V(Road, Path Curvert)Lump sum price worked out by the contractor for (Road, Path Curvert)as listed in Schedule A Part-V against the lump sum price inserted by the MES. 9 Sch A Part-VI (Air Conditioning)Lump sum price worked out by the contractor for (Air Conditioning) as listed in Schedule A Part-VI against the lump sum price inserted by the MES. 10 Sch A Part-VII(Refrigeration System)Lump sum price worked out by the contractor for (Refrigeration System) as listed in Schedule A Part-VII against the lump sum price inserted by the MES. 11 Sch A Part-VIII((FIRE FIGHTING SYSTEM(DOWN COMMER) & FIRE ALARM SYSTEM)Lump sum price worked out by the contractor for ((FIRE FIGHTING SYSTEM(DOWN COMMER) & FIRE ALARM SYSTEM) as listed in Schedule A Part-VIII against the lump sum price inserted by the MES. 12 Sch A Part-IX(Demolition of Bld (B/R) Lump sum price worked out by the contractor for (Demolition of Bld (B/R)as listed in Schedule A Part-IX against the lump sum priceinserted by the MES. 13 Sch A Part-X(Sewage Disposal) Lump sum price worked out by the contractor for (Sewage Disposal)as listed in Schedule A Part-X against the lump sum priceinserted by the MES. 14 Sch A Part-XI(Area Drainage)Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule A Part-XI against the lump sum price inserted by the MES. 15 Sch A Part-XII(Site Clearance) Lump sum price worked out by the contractor for (Site Clearance)as listed in Schedule A Part-XII against the lump sum priceinserted by the MES. 16 Note for Srl No 2 to 15The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 2 to 14by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule 17 Schedule A Part-XIII (Miscellaneous items of works) 18 INTERNALELECTRIFICATION 19 Item No 02 : Materialand labour for point wiring complete with 1.5 sqmm PVC insulated, FRLSH type, ISI marked,conforming to IS-694/1990 unsheathed,multistranded,single core, copperconductor cable 1100 volts grade colour code cablesdrawn through and including PVCConduit 20 mm dia medium grade(MMS/HMS) andincluding cutting, chasing work at any height and all accessoriesconcealedinwalls / roofs / floors / ceiling etc. 20 flush mountingMS box with top,bottom,side/back wall knockout for conduitentry from any direction made out of 1.60mm thick suitable for fixing of andincludingwhite/Silver/Dark bronzecolour modular blankingplate as per number of switch modules flush mountedfor fixing of modular switches,sockets,fan regulators, blank plate etc and including above mentioned colourmodular plate cover of required modules andincluding 1.5 Sqmm PVC insulated multistranded FRLSH type unsheathed(Green colour),single core cable with copper conductor cable as earth continuity conductor andconnecting to common earth dolly and including making good the disturbed surfaces to match with existing surface and colour shade with putty for smooth finishing complete all as specified and directedfor the following:- 21 (a) One light point controlled by one switch. 22 (b) Onefan point controlled by one switch and oneregulator. 23 (c) Oneexhaust fan point controlled by one switch . 24 (d) One 5 pin 6 amps socket point controlled by one 6 amps switch on independent board . 25 (e) One 5 pin 6 amps socket point controlled by one 6 amps switch on same board . 26 (f) One bell/buzzer point controlled by one bell push. 27 (g) One light point controlled by two 2 way switches. 28 Item No 02 : All as per item No.1(d) & (e) above,but point wiring with 2.5 sqmm and earth conductor of size 2.5 sqmm complete all as specified and directed for the following:- 29 (a) One 6 pin 16/6 amps socket outlet point controlled by one 16 amps switchon independent board. 30 (b) One 6 pin 16/6 amps socket outlet point controlled by one 16 amps switch on same board. 31 Item No 03 :All as per item No.1 (d) above ,but point wiring with 4.0 sqmm and earth conductor of size 4 sqmm complete all as specified and directed. 32 Item No 04 : Supply & fixingand sheet metal enclosurewith acrylic door type, double door ,415 volts AC,VTPNDB, 4 way,8+12 modules, flush mounting with 200amps copper busbar, 2 neutral/earth bars links and MCCB incomer,and MCB SPN/SP/TPNas outgoing and complete forIP43&54 DBs protection complete all as specified and as directed. Note for item No.22 to 32- MCCB/MCB DBs and MCBs/MCCBs both are used same make only 33 Item No 05: Material and labour for Earthing complete with galvanised steel earth plate electrode 600mmX 600mmX 6mm thick buried directely in ground vertically ( earth pit not less than 2.25 meters deep below ground level) with top edge of plate not less than 1.5 metres belowground level, connected to and including galvanised iron wire 4 mm dia and light grade protection pipeof 15 mm diafrom earth electrode up to test point or up to 7.5mtr whichever is less by means of GIbolts, nuts, check nuts and washersall as per electrical plate No 3 of SSR Pt-I and GI watering pipe of 20 mm dia medium grade,GI funnel with wire mesh,including charcoal, salt packed all around the earth electrode plate in layers, PCC earth pit chamber 1:3:6 type C1, of size 45X 45X 45 CM,RCC cover 1:2:4 type B1 of size 45X45X6CM, excavation/earth work in any strata and returning filling, removal of surplus soil and testing/test point for required valueincluding removing old item completeall as specified and directed. 34 External Electric supply 35 Item No 06 :Supply, installation, testing and commissioning of step down copper wound transformer of capacity 315 KVA (Energy Efficient LEVEL 3 ), outdoor type, plinth platform of min size 2.4 x 2.4 x 1.5 Mtr (Solid PCC Block) complete with standard fittingts and accesswories, HT 11 KV 3 phase, Lt 433 volts, 3 phase 4 wire with off load tappings on HT side to vary secondary voltage within limit, all as per IS:1180 (Part-I)-2014 (latest edition) with amendment no. 1,2,3 & 4 (Level 3). oil cooling with fins vector group: DYN 11, incl initial oil fitting complete all as specified incl the following accessories:- 36 a) three numbers porcelain bushing HT, 11KV with Brass bushing Rod, Nuts, bolts and washers etc inside cable end box b) One cable box LT side consisting of 4 numbers porcelain with brass bushing rods complete with nuts and washers suitable for runs of 3.5 core LT UG cables c) Oil conservator with filter type drain valve and oil level guage 37 d) Dehydrating breather with fast feel of dehydrating agent e) Explosion Vents f) thermometer pocket on tank cover g) Rating Plate on terminal marking plate h) Earthing arrangement i) Oiil drain filter valve j) Oil Drain Valvek) Lifting Hook 38 l) Oil conservator with filling hole and capm) Air release valve plugn) Four plate solid cast steel detachable rollerso) Buchholz relay p) Earth Bushing for neutral Outside the cable box for neutralq) Suitable size of channel on foundation for fixing the transformer with jint and stopper(r) Plateform for mounting of transformer made up of PCC 1:2:4, 20 mm graded stoen aggregate, solid block and making all faces fare using extra cement as per manufacturer design of required length, width and hight in and including providing of 02 nos ISMC 100 chanel embe3dded in PCC of wuitable length as directed at site by the engr in charge in and including earth work complete. 39 Note: (i) Anything missed out above but technically required for proper operation of transformer is deemed to be included in the quoted rate. 40 Item No 07 : Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 11000 volts grade, of size 3 core 95 sq mm complete all as specified and as directed. 41 Item No 08 : Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 95 sqmm 3½ core complete all as specified and as directed. 42 Item No 09 : Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 240 sqmm 3½ core complete all as specified and as directed. 43 Item No 10 : Supply and fix cable jointing kit for 1.1 KV grade cable for straight through/ end terminal joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size 95 sqmm,Indoor/Outdoor type complete all as specified and as directed. 44 Item No 11 : Supply ,fabrication, installation and testing of LT out door type factory made CPRI Approved ,feeder piller box of made out of 3.15 mm thick CRCA sheet dully supported with mild steel angle iron of size 40X40X5mm vertical legs frame with front and back side openable ,single hinged door / shutter with locking arrengement and powder coated finish both internal and external steel surfaces after necessary preparation of steel surfaces including providing PCC (1:3:6) type C2 foundation of suitable size and connections of all outgoing / incomming existing cable of any size drawing / digging out cable from loops in trenches inclusive of necessary excavation and earthwork as required and relaying the cables including the following fitment accessories all complete as specified and as directed. 45 Incoming (a)MCCB, adjustable thermal magnetic release type, 4 poles, 415 Volts, Ics = 100% Icu, 35 KA breaking capacity, rating 400 Amps including all fixing accessories with both ends spreader links-01 No. (b)Digital voltmeter of range (0-500) volts, flush mounting type of size 96mm x 96mm (4”x4”) square dial with selector switch – 01 No.(c)Digital Ammeter of range (0-250) Amps, flush mounting type of size 96mm x 96mm (4”x4”) square dial with selector switch – 01 No.(d)LED Neon indicator lamp (RYB) with holder and fuse holder 230/250 volts,AC -01 set (set of three). 46 Outgoing(a)MCCB, adjustable thermal magnetic release type, 4 poles, 415 Volts, Ics = 100% Icu, 36 KA breaking capacity, rating 250 Amps including all fixing accessories with both ends spreader links-01 No. 47 (b)MCB,4 pole, 415V, C series rating 200Amp Amps including all fixing accessories with both ends spreader links-02 No. (01 + 01 spare) 48 (c ) Copper strip busbar of 600 Amps current carrying capacity with PVC sleeves with maintained the colour code and provision of making holes with Copper nuts, bolts & washers for cable connections including hydrograpic insulators with nuts & bolts at both ends= 04 nos. 49 (d)Enamelled iron danger notice plate of 1.60 mm thick mild steel sheet of size 200 mm X 150mm , white with letters , figures and conventional skull and bones in signal red and fixed with nuts and bolts on door / shutter of JB for LT -01 No. 50 Item No 12 :M&L for Shifting of existing VCB from existing location near pump house No:2 over head tank to proposed building approx 300 Mtr with the help of crane including necessary T&P including Servicing, comprising of overhauling and refixing the same after repairs: (a) Tripping off the breaker, lowering the breaker with raising/lowering handle and pulling out the breaker complete from the panel along with the trolley for servicing/inspection.(b) Servicing/Inspecting/checking of automatic safety shutter operation for serviceability and replacement of spares if required. 51 (c) Servicing/Inspecting/checking ofcircuit spoutand cicuit spout connections for RYB phases and replacement of spares if required.(d) Dismantling and checking of cross bar assembly, fixed contacts and current carrying parts of the breaker, trolley, insulated assembly and checking lamination with clamps, epoxy spout, isolator assembly etc. (e) Setting, reassembling, cleaning, adjustment of fixed contacts, main contact, arcing contacts and chamber baffle pot assembly, moving contact for proper setting of auxiliary contacts operating mechanism. (f)Servicing/Inspecting/checking ofsecondary sockets/busbar earthing plugs/earthing sockets and replacement of spares if required. 52 (g)Checking, setting and adjustment of lowering and raising operation of the breaker trolley. (h)Lubrication and greasing of all moving parts of the trolley, stopper bolt for proper operating and closing of shutter gear, isolation resistance of trolley of with vacuum interrupter assembly. (j) The inspection of HT switch gear shall involve:-(i) Inspection of truck & hoist assembly.(ii) Inspection of tank assembly & barriers.(iii) Inspection of assembly & components of solenoid assembly.(iv) Inspection of assembly & components of dependent mechanism.(v)Inspection of assembly & components of spring box mechanism.(vi)Inspection of motor mechanism spring charge assembly (vii)Inspection of assembly of trip unit & related components.Notes: (i) The rate quoted shall be deemed to include for necessary T&P, nuts, bolts, washers, gasket, insulation tape, compound and any damaged parts etc. to put in to the VCBs and panels in serviceable condition, testing and commissioning all as specified and as directed by the Engineer-in-Charge. 53 Item No 13 : M&L Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure. 54 Item No 14 : M&L Costruction of a 18 sqm room with a height of 3.5 mtrs, designed to house a vaccum circuit breaker (VCB). The costruction will include foundation work, walls, roofing , flooring, plastering and miscellaneous items like windows and doors. complete all as specified and as directed. 55 External Water Supply 56 Item No 15 : M & L for Construction of brick masonry valves pits , of the following internal dimension complete with 3015mm thick MS sheet cover angle iron frame duly painted with locking arrangement including all necessary excavation and earth work PCC wok complete. 57 (a) 900mm x 900mm x 900mm 58 (b) 600mm x 600mm x 600mm 59 Item No 16 : Refixing MS/ GI/ CI DI pipe any type and connections in new or old position including cleaning internally and externally, any grade / make (in trenches) including all type of new fittings i.e. sockets, Tee, union, elbow etc complete all as specified and as directed. 60 (a)100 mm dia 61 (b) 150 mm dia 62 Item No 17 : Supply and fixing in replacement ductile iron pressure pipes, class K7, centrifugally cast with spigot and socket ends as per following conforming to IS 8329/2000 with cement mortar lining inside the pipes with outside zinc coating suitable for push-on joint (rubber gasket D jointing) in any length including DI specials as required at site confirming to IS 8329/2000 and all jointing materials and making good for distrubed surfaces of roads, pathways etc while laying the pipe line at site, site clearance for the route of pipe line, welding, excavation of pipe line, connections etc complete all as specified and as directed. (a) 150 mm dia 63 Refrigeration System 64 Item No 18 : Supply and fix refrigerator, electric driven (single phase), capacity upto to 195 Litres .BEE 5 star rated complete all as specified and directed. 65 Item No 19 :Supply and installation of voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 2 KVA. 66 Water cooler 67 Item No 20 : Supply, installation and Commissioning water cooler, Electric driven,(single phase 230 volts) having approx storage capacity of 120 Litres and nominal cooling capacity of 60 Litres per hour complete all as specified. 68 Item No 21 : Supply and installation of voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 Volts to 250 Volts with output voltage stabilized at 230 Volts with accuracy of ± 2.5% and of capacity 2 KVA complete all as specified. 69 Air Conditioning 70 Item No 22 : Supply and installation of voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 Volts to 250 Volts with output voltage stabilized at 230 Volts with accuracy of ± 2.5% and of capacity 5 KVA complete all as specified. 71 Hot Water Supply 72 Item No 23 : Supply and fix Water heater storage type, electric,capacity 50 litres.BEE 5 star rated 73 Item No 24 : Supply and fix electric water heater, storage type steel body with copper inner tank and heating element upto 2 KW capacity 25 litre, BEE 5 Star rated complete with all accessories such as safety valve, thermostate, NRV, connection piece complete all as specified and directed. 74 Dessert Cooler 75 Item No 25 : Supply and fix desert cooler electric driven (single phase), having nominal air flow capacity of 4000 CuM per hour (or nearest size).Steel body type complete all as specified and directed. 76 Electric Chimney 77 Item No 26 : Supply, installation testing and commissioning commercial kitchen chimney stainless steel body with filter size 96 X 30 including 1 HP exhust fan, Air outlet duck of chimney G.P sheet 0.50 mm thick of size 22 X 22 X 15 ft long complete all as specified and directed. 78 FIRE FIGHTING SYSTEM(DOWN COMMER) & FIRE ALARM SYSTEM 79 Item No 27 : Supply only of fire extinguiser ISI marked CO2 type Fire Extinguisher 4.5 KG capacity conforming to IS : 15683 :2006 (old IS : 2878) made from seamless cylinder conforming to IS : 7285 duly approved by chief controller of explosive , Nagpur fitted with ISI Marked Controlled valve conforming to IS : 3224 , high pressure 1 mtr long discharge hose and horn complete with initial gas charged with carrying handle and wall mounting bracket, , suitable for operating between 30 degree centrigrade to + 55 degree centigrate, Fire Rating Class - 138. 80 Item No 28 : Supply only of stored pressure fire extinguiser ISI marked powder type Fire Extinguisher 4 KG capacity suitable for Class A, B, C Fire consisting with discharge hose and nozzle of welded cylinder, squeeze lever discharge valve fitted with pressure indicating guage, internal discharge tube, discharge nozzle suspension bracket conforming to IS : 15683 :2006 (old IS : 2878) duly charged with ISI Marked Mono Ammoniumphosphate base ABC powder conforming to IS : 14609 and pressurized with Nitrogen Gas, suitable for operating between 30 degree centrigrade to + 55 degree centigrate, Fire Rating Class - 1A & 13B 81 Item No 29 : Supply only of Fire bucket iron body red colour 10 L capacity for dry sand stored type ISI MarkedIS : 2546 :2006, complete all as specified and as directed. 82 Item No 30 : Supply only of Fire Extinguisher Mechanical Foam type ISI Marked Foam (AFFF) type Fire Extinguisher 9 ltrs capacity fitted with Forged Brass squeeze lever discharge valve, conforming to IS : 15683 :2006, complete with initial refill consisting of ISI Marked CO gas cartridge of 60 gms capacity conforming to IS 4947 and ISI Marked AFFF conforming to IS : 4989, suitable for operating between + 50 degree centrigrade , Fire Rating Class - 3A & 34B 83 Sewage Disposal 84 Item No 31 : M&L for DWCPE (SN8) pipes 180 OD/163 ID, laid and jointed complete complete all as specified and directed for the following internal dia of pipes. 85 Item No 32 : Construction of Conventional RCC Septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design mix in walls, Base slab, Baffle walls and roof slab including beams etc with Vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users conventional type. 86 Item No 33 : Construction of Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of Brick masonry in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3.6 M dia X 3.0 M effective depth. 87 SCHEDULE A(Schedule of credit)Schedule of Credite Rs 50001.00 (Minus) inserted by the MES.(Note : Credit amount shall be deducted manually to arrive net bid amount)
Contract Date: Jun 27, 2026 Contract Value : ₹ 10.28 Crore
Statutory Bodies & Commissions/Committees No of Bidders 10
Bihar View Result →
20.
Public Administrative Department #11157840 AOC
Repairs And Raising To The Existing Compound Wall And Providing Fencing At Bhuvana Vijayam Ground, 2Nd Phase Of Kphb Colony In Ward No. 115 Of Moosapet Circle-23, Ghmc
Contract Date: Ref. Documents Contract Value : ₹ 35.65 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
Gujarat View Result →
22.
Rural Development #11141295 Price Bid
Tender For Lift Irrigation Scheme At Vihir (V.P.Lake) Tal. Akole, Dist. Ahilyanagar.- 1 Sub work no. 1 : Flooting PumpItem no. 1 : Designing, Manufacturing, Providing, Supplying and installing the floating platform suitable for operation & operation in inland water confirming Indian register of shipping rules for dump barge/Pontoon including forming suitable base for installation.Pontoon for 2 Nos of Submersible Pump Set 10 BHPPontoon Size 3 x 3 M 2 Item no. 2 : Designing, Manufacturing, Providing, Supplying and installing the HDPE Walkway. Size - 0.5x0.5x0.4 mtr Weight of the pontoon - 28kg /sq m (+/- 5%), Capacity- 350 kg/ sq m, Mass density not less than 0.953 g/cm3, Colour-Blue/ Grey,MOC- 100% Virgin Grade HD.Walkway 3 Item no. 3 : Supply and Installation of SS flexible. MOC - SS, Length - 6 mtr,SS Single braided with both side MS flange fitting.Pipe Dia 100 MM 4 Item no. 4 : Supply and Installation of Pipe Floater, Shell : High impact Polyethylene , PU foam filled, UV stabilized Raw Material, Color : Orange.Pipe Floater 5 Item no. 5 : Supply and Installation of marine chainChain Dia ( 8 mm ) 6 Item no. 6 : Supply and Installation of RCC BlockAnchor Block 7 Sub work no. 2 : Pump HouseItem no. 1 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 8 Item no. 2 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 9 Item no. 3 : Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)PCC 1:2:4 (M-150) 10 Item no. 4 : Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete. 11 Item no. 5 : Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000 12 Item no. 6 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. 13 Item no. 7 : Providing Bricks masonry in cement mortar 1:6 using Iind class Clay bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. 14 Item no. 8 : Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metal as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural complete, with fully automatic micro processor based PLC with steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial SandA) For R.C.C. columns Footing 15 B) For R.C.C. columns 16 C) For R.C.C. Beam & Lintel 17 D) For R.C.C. Chajja 18 E) R.C.C. slabs 19 Item no. 9 : Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.Spec. No.: Bd.L.7 Page No. 369 20 Item no. 10 : Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 21 Item no. 11 : Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. 22 Item no. 12 : Providing and fixing solid core flush door shutter commercial in single leaf 30 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges and cromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500 23 Item no. 13 : Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain /obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) 24 Item no. 14 : Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 25 Item no. 15 : Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete. 26 Item no. 16 : Providing and applying white-wash in two coats on old/ new plas­tered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. 27 Item no. 17 : Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. 28 Item no. 18 : Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two days complete. 29 Sub work no. 3 : Pumping Machinery (Mechanical Work)Item no. 1 : Providing erecting and giving test of 150 mm dia Submersible Pump sets conforming to IS 8034 and motor conforming to 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller. Motor suitable for working on 415V+10%, 3 Ph., 50 Hz., A.C supply with Cable guard, thrust carbon/fiber bearing to with stand entire hydraulic thrust, waterproof winding shall be provided. The Pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufactures design. Anti thrust stream lined non return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3m and 2 pairs of erection clamps 65mm width 10mm thick shall be provided along with the pump. Rates per pump up to 8 Stages are as below.A) SubmersiblePump 200 mm dia (with Bronze/ Stainless steel(CF8M) Impeller) up to 8 stages set 30 HP 30 B) Submersible pumpset 10 BHP 150 mm Dia 31 Item no. 2 : Supply rate should be increased per stage for pump with more than 15 stage 32 Item no. 3 : Vertical drop pipe 150 mm GI Heavy Duty 33 Item no. 4 : GI bend B Class 150 mm 34 Item no. 5 : GI TEE B Class 150 mm 35 Item no. 6 : M.S. Flange. 36 Item no. 7 : Rate analysis of Cubical Panel board for Pure water 37 Item no. 8 : a) PVC submersible cable 3 core 35 sq mm 38 b) PVC cable 3.5 core 25 mm 2 (Armoured Cable) 39 Item no. 9 : Auto transformer Starter with air break contactor ( Locally Fabricated ) Cubical Panel Size 1.25 m height X 0.75 m width X 0.45 m deep. 40 Item no. 10 : Sluice Valve (PN - 1.6) 150 mm dia 41 Item no. 11 : Reflux Valve (PN - 1.6) 150 mm dia 42 Item no. 12 : Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP 43 Item no. 13 : Supplying and erecting aluminium strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP. 44 Item no. 14 : Tools 45 Sub work no. 4 : RCC GSRItem no. 1 : Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. A) RCC GSR (MBR) 40,000 Litres 46 B) RCC GSR 20,000 Litres 47 C) RCC GSR 20,000 Litres 48 D) RCC GSR 20,000 Litres 49 Item no. 2 : Providing & supplying ISI standard CI double flanged pipesA) Inlet Pipe & washout pipes 100 mm CID/F 50 B) Inlet Pipe & washout pipes 150 mm CID/F 51 Item no. 3 : Providing and supplying ISI standard CIDF specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking, etc. complete. 52 Item no. 4 : Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all statutary duties and taxes such as GST levied by Gol and GoM in all respect , transportation etc complete.Sluce Valve 150mm Dia. 53 Item no. 5 : Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)Sluce Valve 150mm Dia. 54 Sub work no. 5 : Raising MainItem no. 1 : Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.DI Pipe 200 mm Dia K-7 Class 55 Item no. 2 : Providing G.I./P.V.C/HDPE/D.I. Specials as per standard specifications & direction of incharge Engineer. (2.5% of Item No.1) 56 Item no. 3 : Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves+Sluice valve for washout 150 mm Dia 57 Item no. 4 : Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)Reflux valves 150 mm Dia 58 Item no. 5 : Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 50 mm Dia 59 Item no. 6 : Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 60 Item no. 7 : Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. 61 Item no. 8 : Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 62 Item no. 9 : Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M 63 Item no. 10 : Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Chissling 64 Item no. 11 : Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. 65 Item no. 12 : Lowering Laying & jointing D.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc complete either underground or in vertical position, as directed by Engineer-in-charge.DI Pipe 200 mm Dia K-7 Class 66 Item no. 13 : Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)Sluice valves+Reflux valve+Sluice valve washout 150 mm Dia 67 Item no. 14 : Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete.Air valves 50 mm Dia 68 Item no. 15 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)upto 150 mm on Murum & harder strata 69 Item no. 16 : Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.a) 1:2:4 (M-150) grade for Thrust Blocksb) 1:2:4 (M-150) grade for encasing 70 Item no. 17 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge.Size 0.90 x 0.60 x 1.20 m 71 Item no. 18 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete 72 Item no. 19 : Hydraulic testing of D. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments,labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.DI Pipe 200 mm Dia K-7 Class 73 Sub work no. 6 : Gravity Main SystemItem no. 1 : Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.A) 160 mm Dia HDPE Pipe 6 Kg/sqcm 74 B) 200 mm DiaHDPE Pipe 6 Kg/sqcm 75 Item no. 2 : Providing G.I./ P.V.C./ HDPE Specials as per standard specifications & direction of incharge Engineer. (3% of Item No.1) 76 Item no. 3 : Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves+Sluice valve for washout 100 mm Dia 77 Item no. 4 : Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 78 Item no. 5 : Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. 79 Item no. 6 : Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 80 Item no. 6 : Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M 81 Item no. 7 : Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. 82 Item no. 8 : Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part IIA) 160 mm Dia HDPE Pipe 6 Kg/sqcm 83 B) 200 mm DiaHDPE Pipe 6 Kg/sqcm 84 Item no. 9 : Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)Sluice valves+ Sluice valve washout 100 mm Dia 85 Item no. 10 : Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.a) 1:2:4 (M-150) grade for encasing 86 Item no. 11 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. Size 0.6 x 0.45 x 0.9 m 87 Item no. 12 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete 88 Item no. 13 : Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.A) 160 mm Dia HDPE Pipe 6 Kg/sqcm 89 B) 200 mm DiaHDPE Pipe 6 Kg/sqcm 90 Item no. 14 : Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete.Spec. Number As directed by Engineer in Charge MORTH 801 Please Enable Macros to View BoQ information
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
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24.
Drinking Water Supply and Sanitation #11067202 AOC
Reconstruction And Raising Of Under Ground Drainage Chambers At Kondasamy Street, Vinayagar Kovil Street, Amman Kovil Street In Ward No 43 Of West Zone.
Contract Date: May 11, 2026 Contract Value : ₹ 4.16 Lakh
Local Bodies No of Bidders 2
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25.
Drinking Water Supply and Sanitation #11067200 AOC
Raising Of Under Ground Drainage Chambers At Visveswarayya Street 1,2,3, Kaliamman Kovil Street, Ramani Street And Lakshmana Konar Street In Ward No 44 Of West Zone.
Contract Date: May 11, 2026 Contract Value : ₹ 4.20 Lakh
Local Bodies No of Bidders 2
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26.
Power #11054118 AOC
Tender for Height Raising At Loc. No. 02-09, Loc. No. 19-24 And Loc. No. 150 - 155 Of 132 Kv Dibrugarh - Tinsukia Line Due To Low Ground Clearance
Contract Date: Jun 29, 2026 Contract Value : ₹ 4.17 Crore
Boards / Undertakings / PSU No of Bidders 4
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27.
Power #11054117 Technical Bid
Tender For Revival Of 220Kv Samaguri-Mariani Circuit I From Loc. No. 203 To Loc. No. 545- 1 Tower Superstructures 2 Fabrication And Supply Of Galvanized Lattice Steel Tower Super Structure, ( Including Hangers, Gussets, Strain Plate(Approximate Ht Steel =70%, Ms=30%) 3 Galvanized Nuts And Bolts Above 4 Stub Sets 5 Partially Galvanized Stub Angle With Cleat (Ht Steel=88%) 6 Galvanized Nuts And Bolts For Above 7 Stub Setting Template 8 Stub Setting Template 9 Galvanized Nuts And Bolts For Above 10 Power Conductor 11 Acsr Zebra Conductor 12 Disc Insulator Strings Complete With All Hardware Fittings And Associated Clamps 13 120Kn, Single Tension Disc Insulator String Complete With Hardware Fittings Including Tension Clamp For Zebra Conductor Comprising Of 15 Disc Insulators Per String 14 90 Kn, Single Suspension Disc Insulator String Complete With Hardware Fittings Including Suspension Clamp For Zebra Conductor Comprising Of 14 Disc Insulators Per String 15 240 Kn, Double Tension Disc Insulator String Comprising 2 String Of 120 Kn Disc Insulator Complete Comprising Of 15 Disc Insulators Per String (B&S Type) With Hardware Fittings Including Tension Clamp For Zebra Conductor. 16 180Kn, Single Suspension Disc Insulator String Comprising 2 String Of 90 Kn Disc Insulator Complete Comprising Of 14 Disc Insulators Per String (B&S Type)With Hardware Fittings Including Suspension Clamp For Zebra Conductor. 17 Stock Bridge Type Vibration Damper For Zebra Conductor 18 Performed Armoured Rod 19 Mid Span Compression Joint 20 Plcc Equipments 21 245Kv 1-Phase Capacitive Voltage Transformer With All Fittings And Accssories Including Terminal Connectors 22 Supply Of New Lattice Galvanized Steel Structure For Mounting Of Cvt 23 12C X 1.5 Sq.Mm Control Cable 24 4C X 2.5 Sq.Mm Control Cable 25 Cable Glands, Lugs & Straight Through Joints For Control Cables For The 220Kv Line Bay 26 Supply Of 220Kv, 0.5 Mh, 1250 A Line Trap With All Fittings And Accessories As Per Specification. 27 Supply Of Hf Co-Axial Cable (Impedance 75 Ohms) 28 Supply Of Gi Angles For Replacement Of Damaged/Missing Tower Members 29 Tower And Transmission Line Accessories 30 Supply Of Danger Plate 31 Supply Of Phase Plate 32 Supply Of Number Plate 33 Supply Of Anti Climbing Device 34 Tower Superstructures 35 Fabrication And Supply Of Galvanized Lattice Steel Tower Super Structure, ( Including Hangers, Gussets, Strain Plate(Approximate Ht Steel =70%, Ms=30%) 36 Galvanized Nuts And Bolts Above 37 Stub Sets 38 Partially Galvanized Stub Angle With Cleat (Ht Steel=88%) 39 Galvanized Nuts And Bolts For Above 40 Stub Setting Template 41 Stub Setting Template 42 Galvanized Nuts And Bolts For Above 43 Power Conductor 44 Acsr Zebra Conductor 45 Disc Insulator Strings Complete With All Hardware Fittings And Associated Clamps 46 120Kn, Single Tension Disc Insulator String Complete With Hardware Fittings Including Tension Clamp For Zebra Conductor Comprising Of 15 Disc Insulators Per String 47 90 Kn, Single Suspension Disc Insulator String Complete With Hardware Fittings Including Suspension Clamp For Zebra Conductor Comprising Of 14 Disc Insulators Per String 48 240 Kn, Double Tension Disc Insulator String Comprising 2 String Of 120 Kn Disc Insulator Complete Comprising Of 15 Disc Insulators Per String (B&S Type) With Hardware Fittings Including Tension Clamp For Zebra Conductor. 49 180Kn, Single Suspension Disc Insulator String Comprising 2 String Of 90 Kn Disc Insulator Complete Comprising Of 14 Disc Insulators Per String (B&S Type)With Hardware Fittings Including Suspension Clamp For Zebra Conductor. 50 Stock Bridge Type Vibration Damper For Zebra Conductor 51 Performed Armoured Rod 52 Mid Span Compression Joint 53 Plcc Equipments 54 245Kv 1-Phase Capacitive Voltage Transformer With All Fittings And Accssories Including Terminal Connectors 55 Supply Of New Lattice Galvanized Steel Structure For Mounting Of Cvt 56 12C X 1.5 Sq.Mm Control Cable 57 4C X 2.5 Sq.Mm Control Cable 58 Cable Glands, Lugs & Straight Through Joints For Control Cables For The 220Kv Line Bay 59 Supply Of 220Kv, 0.5 Mh, 1250 A Line Trap With All Fittings And Accessories As Per Specification. 60 Supply Of Hf Co-Axial Cable (Impedance 75 Ohms) 61 Supply Of Gi Angles For Replacement Of Damaged/Missing Tower Members 62 Tower And Transmission Line Accessories 63 Supply Of Danger Plate 64 Supply Of Phase Plate 65 Supply Of Number Plate 66 Supply Of Anti Climbing Device 67 Survey 68 Detail & Check Survey As Per Specification 69 Construction Of Rcc Foundation Including All Labour, Material Equipment, Excavation Shuttering, Head Loading, Back Filling Etc. Complete For Handling, Placing, Leveling, Curing Etc. Complete Inclusive Of Cost Of Transportation Batching, Mixing Cement And Reinforcement Steel 70 Concreting 71 Reinforcement 72 Brick Soiling Works 73 Providing Brick Soling In Foundation And Under Floor With Stone/Best Quality Picked Jhama Brick, Sand Packed And Laid To Level And In Panrl After Preparing The Subgrade As Directed Including All Labour And Materials (A) Brick On Flat Soling (Area Considred As Per Approved Diagram) 74 Repairing Of Tower Stubs Damaged By Corrosion And Raising Of Coping Of Tower Legs To Prevent From Further Corrosion 75 Repairing Of Damaged Stubs Including Fabrication Of Stubs, Cleats, Excavation, Breaking Of Beam Rcc Portion, Pillar Portion Upto 0.5 M, Recasting And Coping Of Tower. Total Stubs To Be Repaired = 226Nos. 76 Rcc Work (Mufflering) For Raising Of Chimney Height To Above The Beam Level To Prevent Further Corrosion Of Stubs And Legs In The Propotion 1:2:4 With Maximum Size Of Aggregate 12 To 38 Mm Stone Chips Providing From Work Including Supply Of Labour, Sand, Stone, Chips, Cement, Rods Complete As Directed. 77 Stub Setting 78 Setting Of Stubs (Sets Of Four) Including Transportation & Distribution Of Stub And Accessories From Store To Site Excluding Cost Of Excavation, Concreting & Back Filling 79 Erection Of Superstructure 80 Superstructure Erection Including Transportation Of Structures By Any Means And Distribution Of Structure And Accessories From Store To Site 81 Weilding Of All Nuts & Bolts Upto The Bottom Cross Arm Level Including All Charges Of Transportation, Materials Etc 82 Stringing 83 Stringing Of Power Conductors Including Transportation From Stores And Distribution Of Conductors And Accessories To Sites And Laying, Stringing, Tensioning , Clamping, Jointing, Jumpering And Hoisting Of Insulators Complete Including Cost Of All Fittings And Accessories Not Specifically Mentioned Elsewhere Per Route Km Of Line ( 3 Conductors Of Line) 84 Erection, Testing And Commissioning Of Plcc Equipment And Related Services 85 Erection, Testing And Commissioning Of Cvt Including Laying Of Control Cables As Required 86 Erection Of Mounting Structures As Required For Cvt Including Construction Of Foundations And Supply Of All Foundation Materials 87 Erection, Testing And Commissioning Of 220Kv, 05Mh, 1250 A Line Trap With All Fittings And Accessories As Per Specification Inclusive Of All Costs Of Retro-Fitting If Any And Including Supply Of Any Materials To Complete To Job. 88 Grounding And Other Works 89 Grounding Of Towers With 3 Metre Long 25Mm Dia Gi Pipe Including Cost Of All Materials, Such As Gi Pipes, Gi Bolts & Nuts And Washers, Salt, Cock Etc As Per Specification 90 Painting Of Tower Legs With Anti-Rust Chemical (Rustolene Spray/Equivalent) With Corrosive Paint(2 Coats) Of Approved Quality Upto 3 Meters From The Ground Level Including Cost Of Paints. 91 Painting Of Tower Legs With Bituminous Paints Of Approved Quality Upto 3 Meters From The Ground Level Including Cost Of Paints. 92 Erection Of Danger Plates 93 Erection Of Phase Plates 94 Erection Of Number Plates 95 Erection Of Bird Guard 96 Erection Of Anti Climbing Device 97 Corridor Clearance Work 98 Repairing/Replacement Of Missing Tower Members Including Fabrication, Cutting, Making Holes And Fitting In Tower Loc 99 Carrying Of Tower Members And Materials By Means Of Transport From Store To Site (Ls ) 100 Loading Of Tower Member And Materials At Store And Un-Loading Near Working Site 101 Head Loading Of Tower Member/Materials From Roadside To Working Site
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
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28.
Public Administrative Department #11053168 AOC
Filling Of Gravel For Ground Raising And Beautification Of Grave Yard At Mahankali Temple In 12Th Ward,Toopran Municipality,Toopran, Medak Dist.
Contract Date: Ref. Documents Contract Value : ₹ 4.13 Lakh
Local Bodies No of Bidders 1
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29.
Housing Urban and Rular Development #11046107 AOC
Raising The Height Of The Existing East Side Compound Wall At Kuda ( Hayagreevachary ) Ground, Balasamudram, Hanumakonda, Hanumakonda District
Contract Date: Ref. Documents Contract Value : ₹ 8.55 Lakh
Local Bodies No of Bidders 1
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30.
Coal and Mines #11036521 AOC
Raising Of Compound Wall And Providing Walking Track In Ground At Power House Colony Near Shivalayam In Rg-I Area, Gdk.
Contract Date: Ref. Documents Contract Value : ₹ 4.66 Lakh
Government Departments No of Bidders 1
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31.
Public Administrative Department #11014465 AOC
Tender for 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. , Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required. , Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required. , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required. , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc/ Hume/ Metal Pipe As Required. Upto 35 Sq. Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Masonry Open Duct As Required. Upto 35 Sq. Mm , Supplying And Drawing Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. 3 X 1.5 Sq. Mm , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc..Direct In Ground (75 Cm Below Ground Level) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc., Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc.In The Existing Trench, Complete As Required. 63 Mm Dia (Od-63 Mm & Id-51 Mm Nominal) , Supplying And Fixing Of Light Class Gi Pipe Of 50 Mm Dia (Nominal) 3 Meters Length Along The Pole For Protection Of Under Ground Cable As Required. , Excavation Of The Cable Trenches In Hard Rock Not Exceeding 1.5 Meters In Width, And Lift Upto 1.5 Meters, Including Getting Out The Excavated Soil And Disposal Of Excavated Soil As Directed Within A Lead Of 50 Meters. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-2C X 6 Sqmm , Providing And Fixing Stainless Steel Name Plate Of Size 6×8 Sq Inch Made Of 20 Gauge Sheet Including Engraved Name Of Area Representative Duly Painted Along With Ss Clamp Nut Bolt Etc As Required. , Fabrication, Supplying And Fixing Class B Galvanised Single Overhang Arm Bracket Made Out Of 250Mm Long Galvanised Top Tube With Cap And 1000Mm Long 32 Mm Dia Galvanised Pipe With Tightening Bolts Complete As Required , Fabrication, Supplying And Fixing Class B Galvanised Double Overhang Arm Bracket Made Out Of 250Mm Long Galvanised Top Tube With Cap And 1000Mm Long 32 Mm Dia Galvanised Pipes With Tightening Bolts Complete As Required. , Supply And Fabrication Of Pole Protection System Made Up Of 8 Swg Steel Wire Mesh Of Size 25Mm X 75Mm Rectangular With 50Mmx50mmx6mm Ms Angle Iron For Supporting The Mesh I/C Mv Danger Plate And Grounding The Protection System In Suitable Quality Of cement concrete Etc As Reqd. , Providing And Laying In Position M25 Grade Reinforced Cement Concrete Foundation Of Size 450 Mm(L) X 450 Mm Wide And 1000 Mm Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Rewinforcement Of Cold Twisted Bars Of 12 Mm Dia -960Mm Long (Approx.) - 8 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia - 1400 Mm (Approx.) - 6 Nos. (With 150 Mm Spacing) As Required With Supplying And Positioning Of 4 Nos Foundation Bolts Of Size 16 Mm Dia And 600 Mm Long, J Type I/C 2 Nos Template Anchor Plates Of Size 225 Mm X 225Mm X 3 Mm And Providing 63 Mm Dwc Hdpe Pipe For Cable Entry & Exit As Required For 5Mtr Pole , Fabrication, Supply & Erection Of 5.0 Mtr Height, Minimum 3 Mm Thick, Bottom Dia Of 130Mm & Top Dia Of 70Mm, Base Plate Of Size 225 X 225 X 12 Mm Thick Flange Mounted Hot Dip Galvanized Octagonal Pole Made From Ht Steel Plate, Window With Flash Cover With Full Vertical Window Cover At Appropriate Height From The Base Plate On Existing Cement Concrete Pedestal As Required. L/C Supplying And Fixing Of 6 Mm Thick Laminated Mounted Sheet Inside The Window And L/C Providing And Welding 3 Nos. Gi Strips 4 Mm Thick Of Suitable Length And Having Suitable Size Tapped Holes As Reqd, Terminal Block Suitable For 25 Sq Mm Conductor - 4 Nos. & Shorting Links On Din Channel L/C Providing And Fixing Din Channel Of Suitable Length, 6 Amp. Spmcb C Curve Characteristics, Earth Stud, Cable Support Clamp Suitable For Upto 4X25 Sqmm Cable. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is Code Etc As Required , Fabrication, Supplying, Installation, Testing, Commissioning Of 12 Metres Semi High Mast System With Its Accessories, Mast Shaft Shall Be In One Section, Hot Dip Galvanized 4Mm Thick(Single Dip) Inside & Out Sides &Sultable For Wind Velocity As Per Is 875 Part3.There Shall Be In Longitudinal Seam Weld Per Section And No Circumferential Weld. It Should Also Included Accessories For Seml High Mast Head Frame,2 Point Suspension System,5 X 2.5 Sqmm Copper Conductor With Steel Wire Rope 5Mm Dia. (7/19 Construction) Single Drum Winch ,Galvanized Lantern Carriage Arrangement Suitable For 4/6 Nos. Flood Light Luminaries Symmetrically And Its Control Gears Boxes And Lighting Finial, The Mast Shall Have Integral Type Manual Tool Mounted At The Base Compartment Of Its Raising And Lowering Operation With Foundation Bolts And Anchor Plate And Control Panel Housing Suitable Reinforced Cement Concrete (1:2:4) Shallow Foundation Of Size 1M(L) X 1M Wide And 2M Deep I/C Excavation Of Earth, Providing Cutting, Bending And Placing In Position, Reinforcement Of Cold Twisted Bars Of 12 Mm Dia -2100Mm Long (Approx.) 16 Nos.And Reinforcement Of Cold Twisted Bar Of 8 Mm Dia 3700 Mm (Approx.) 13 Nos. (With 150 Mm Spacing) As Required With Positioning Of Foundation Bolts And Providing Dwc Hdpe Pipe For Cable Entry & Exit As Required For The Semi High Mast Considering The Safe Soil Bearing Capacity At Site As 10T/Sqm At 2Mts. Depth With All Material I/C 4 Nos S.P Mcb,1 No. Double Pole 16Amp. Mcb Etc As Reqd. Logo/Name Of Manufacturer Shall Be Either Embossed Or Rivited Plate On The Pole. Galvanization As Per Relevant Is. , Providing And Fixing Name Board Made Of Ms Sheet 90X60cm, 1Mm Thick With Frame Of Ms Angle 50X50x6mm, Two Diagonal Braces At The Back Of The Sheet Of Ms Flat 40X6mm, Total Height Of The Board Above Ground Level 2.40M, Length Of Legs Below Ground 0.30M Embedded In Cement Concrete Block 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20Mm Nominal Size) 30X30x45cm Including Excavation And Removal Of Surplus Earth With In 50M Lead, Applying Priming Coat Of Approved Steel Primer, Painting With Synthetic Enamel Paint Of Approved Quality And Lettering With Enamel Paint Of Approved Colour (One Side) As Per Drawing/Direction Of Engineer-In-Charge , Led Street Light Fixture, Powder Coated Pressure Die Cast Aluminum Body (System Lumen Efficacy ≥135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Street Light Led Fixture, Powder Coated Pressure Die Cast Aluminum Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: 140-270 Volt Ac, Freq 50/60 Hz, Operating Temp Range -5 Deg Centigrade To 50 Deg Centigrade, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-45, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2 , P. F.≥0.95, Ip66,Ik-10, Cri ≥70 , Under Voltage And Over Voltage Protection,Emi-Emc As Per Cispr-15, Lenses For Beam Angle As Per Iesna Type I/Ii/Iii As Per The Width Of The Road And The Project Requirement., Suitable To Fit In Up To 65Mm Dia Pipe, Life Time (Led,Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report , Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminum Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 45 Watt , Led Flood Light, Powder Coated Pressure Die Cast Aluminum (System Lumen Efficacy ≥135 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminum Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Freq 50/60 Hz, Operating Temp Range -5 Deg Centigrade To 50 Deg Centigrade, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2 , P. F.≥0.95, Ip-66,Ik-10, Cri ≥70 , Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr-15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led,Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report , Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥135 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminum Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 100W
Contract Date: Jun 11, 2026 Contract Value : ₹ 40.54 Lakh
Local Bodies No of Bidders 3
Delhi View Result →
32.
Public Administrative Department #10994942 AOC
Raising Of Rr Masonry Wall And Providing Of Chain Link Mesh To Lic Play Ground In Saidabad Div-24,Crz,Ghmc.
Contract Date: Ref. Documents Contract Value : ₹ 4.30 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
33.
Public Administrative Department #10926445 Technical Bid
Tender for Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, cement concrete Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level : 1:4:8 (1 Cement : 4 Fine/ Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size). , Brick Work With Fps Bricks Of Class Designation 75 In Foundation And Plinth In:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Cement Plastering Including T&P, Scaffolding, Material And Complete Labour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 12 Mm Cement Plaster Of Mix : 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, 1:6 (1 Cement : 6 Fine/ Coarse Sand) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level : 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size). , Earth Work In Excavation For Roadway, Including Trimming Bottom And Side Slopes In Accordance With Requirement Of Line, Grades And Cross Sections, Including Disposal Of Surplus Material With All Lift And Lead Upto 1000 Metre As Per Mort&H Specification Clause 301. In All Type Of Soil , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Single Socketed Pipes Rain Water Pipes Conforming To Is : 13592 Type A Including Jointing With Seal Ring Conforming To Is : 5382 Leaving 10 Mm Gap For Thermal Expansion. 110 Mm Diameter , Construction Of Soakage Well In All Type Of Soil With 300 Mm Thick Dry Masonry, Top And Bottom 300 Mm Course In Cm 1:6, 80Mm Thick Stone Slab, Jointing Of Slab In Cm 1 : 3, Ralthal, Kharanja, 40 Mm Thick M-15 Grade cement concrete Flooring , Earthwork Complete As Per Approved Drawing Including Disposal Of Earth Within A Lead Of 50 Mtr.: Size 300 Cm. Dia Outside & 300 Cm. Depth . , Providing And Fixing In Position Precast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality Rectangular Shape 600X450mm Internal Dimensions , Steel Work Welded In Built Up Sections/ Framed Work Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. , Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Raising Circular Brick/Rr Stone Masonry Manhole With Circular Opening 560Mm Dia And Frame Slab To Required Level Including Dismantling Existing Slab, Taking Out The Existing Ci Frame & Cover Of Manhole And Raising It Upto Ground/ Road Level, Refixing Of Frame And Cover In M15 (1:2:4) Concrete All Around The Frame, Including Making Good The Damage, Form Work, Curing, Complete As Directed By Engineer. (Brick Work / repair renovation Stone Work Of Raising Depth Of Manhole To Be Paid Separately) , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded 20Mm Nominal Size Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 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 40Mm Thick , Providing And Laying Damp-Proof Course With Cement Concrete Grade M-15 (1 : 2 : 4) Mortar Prepared With 1% Solution Of Water-Proof Compound Complete As Per Specification . 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. 50Mm Thick. , Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260x350mm And 340X410x265mm 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. , Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require : White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps. , 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 Testing Of Joints Complete As Per Direction Of Engineer In-Charge. Internal Work - Exposed On Wall, 15 Mm Nominal Outer Dia .Pipes. , 20 Mm Nominal Outer Dia .Pipes. , Providing And Fixing Of Precast Concrete Interlocking Tiles Of Desired Shape Of M 30 Grade Manufactured From Fully Computerized Automatic Stationery Hydraulic Vibrio Pressed Machine And Fully Computerized Automatic Batching Plant Of Class A1/A2 As Per Bs 6717:2001. The cement concrete Interlocking Paving Blocks Be Laid On Average 50Mm. Thick Bed Of Coarse Sand And The Joint Is To Be Filled With Fine Sand. Laying Procedure On Compacted Sub-Base As Defined. Complete Job Is To Be Executed As Per The Instruction Of Engineer In-Charge. The Rates To Be Inclusive Of All Lead & Lifts Etc. Complete As Per Specifications. Tensile Splitting Strength, Abrasion And Braking Load Etc. As Per Bs 6717:2001, Grey Cement. 80Mm Thick , Removing & Re-Fixing Of Precast Cement Concrete Interlocking Paving Blocks Of All Sizes Over 50 Mm Thick Course Sand Bedding (Duly Compacted) Including Filling Of Joints With Sand Complete In All Respect.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
34.
Defence #10862178 AOC
Tender for Excavating Over Areas, N Exc 1.5 M Deep And Getting Out In Hard/Dense Soil , -Ditto- As Per Item No 01 Above But Depth Exceeding 1.5 Mtr And N.Exc. 3.00 Mtr , M & L For Plain Cement Concrete 1:4:8 Type D2 (Using 40Mm Graded Stone Aggregate) As In Foundation Complete All As Directed By Engr-In-Charge. , M&L Precast Cement Concrete 1:3:6 Type C1(Using 20 Mm Graded Stone Agg) As In Block Masonry With Solid Blocks Exc 10 Cm In Width And Set In Cement Mortar 1:6 Complete All As Specified And Directed. , Returning Filling In Including Spreading Leveling Watering And Well Ramming In Layers N.Exc 25Cm Thick Complete All As Specified & Directed By Engr-In-Charge. , Removing Excavated Material N Exc. 50M And Depositing Where Directed At A Level N Exc. 1.5 M Above The Starting Point , Hand Packing Of Broken Stone ( Any Thickness) At Back Of The Retaining Wall Etc And Raising And Lowering To Required Level Complete All As Specified And Directed. , S&F Pvc (Swr) Pipes 75 Mm Dia Single Socketed, In Any Length With Rubber Ring Joints, Fixed On Walls Or Floors Complete All As Specified And As Directed , M&L For Raised Pointing To Block In Course Or Ashlar Masonry Or Concrete Block Walling In Cement Mortar1:4 As Specified By Engr-In-Charge And As Directed , M & L For Hard Core Of Broken Stone Or Boulders, Broken To Gauge N Exc 63 Mm, All As Specified , M&L Plain Cement Concrete ( 1:4:8) D-2, Using 40Mm Graded Stone Aggregate In Fdn.,Filling And Mass Concrete , M&L For 75Mm Thick Plain Cement Concrete 1:4:8, Type D2 (Using 40 Mm Graded Stone Aggregate) As In Sub Base To Flooring, Complete All As Specified & Directed By Engr-In-Charge. , Providing And Laying 80Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-30 Grade With Approved Colour, Design & Pattern As In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc., Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Compacting And Proper Embedding/ Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Fine Sand And Cutting Of Paver Block As Per Required Size And Pattern, Finishing And Sweeping Extra Sand; Complete. , M&L For Reinforced Cement Concrete M-25 Design Mix As In Footing, Foundation Beams, Plinth Beams, Bases Of Columns Complete All As Specified And Directed. , M&L For Reinforced Cement Concrete M-25 Design Mix As In Walls, Retaining Walls, Basement Walls, Ballast Walls And The Like Of Any Thickness Above Top Of Footing Including Attached Pilasters And Buttresses Complete All As Specified And Directed. , Use And Waste Of Form Work To Sides Of Concrete Foundation, Footing, Bases Of Columns, Raft And Raft Beams, Sides And Soffits Of Foundation And Plinth Beams And Similar Work Vertical Or To Batter, Flat, Rough Finish Surface Of Concrete Complete All As Specified And Directed. , Use And Waste Of Form Work To Walls, Retaining Walls, Basement Walls, Ballast Walls And The Like Including Attached Pilasters And Buttresses And Similar Work Vertical Or To Batter, Flat, Fair Finished Surface Of Concrete Complete All As Specified And Directed. , S&F Mild Steel Tmt Bar 10 Mm Dia And Over, As In Reinforcement, Cut To Length, Bent To Shape Etc, Including Binding With And Including Mild Steel Wire (Annealed) Not Less Than 0.9 Mm Dia Complete All As Specified And Directed. , Type-A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrier Comprising Of 3Mm Thick Corrugated Sheet Metal Beam Rail, 70Cm Above Road/Ground Level, Fixed On Ismc Series Channel Vertical Post 150X75x5mm Spaced 2M Centre To Centre, 1.8M High, 1.1M Below Ground/Road Level By Drilling Machine, All Steel Parts And Fitments To Be Galvanised By Hot Dip Process, All Fittings To Confirm To Is : 1367 And Is: 1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150X75x5mm, 330Mm Long Complete All As Specified And Directed. (If Concrete Required For Vertical Post Fixing Will Be Paid Extra.
Contract Date: May 26, 2026 Contract Value : ₹ 44.62 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 7
Uttarakhand View Result →
35.
Defence #10861312 AOC
Tender For Repair/ Maintenance Of Ht Cables, Switch Gears And Relays Incl Connected Items Under Ge (W) Colaba.; 1 Material and labour of Opening the bus -bar chamber,CT chamber, PT Chamber and Meter chamberof HT 11KV, panel boardand carry out following activities as mentioned below complete all as directed and specified by Engineer-in-Charge.(Note: spare parts shall be measured & paid seperately.) :-(i) Inspecting/cleaning/overhauling of bus bar chamber by checking of bus bars, spout insulators, space heaters and removing dust with vacuum cleaner/Blower and moisture by hot air blower and checking tightness of bus bars, insulators and applying STRIPPEX(A), STRIPPEX(B)and HTtape and test with High Voltage(DC)and meggering before and after high voltage test complete.(ii) Inspecting/cleaning/overhauling of CT/PT chamberby checking of Bus bars, spout insulators, space heaters and checking of wiring system and removing dustwith vacuum cleaner/blower and moisture by hot air blower and checking tightness of bus bars, insulators and applying anti tracking paint on CTs and insulatorsand HT Tape.(iii) Inspecting/cleaning/overhauling meteringchamberby checking ofentire wiring system, all meters, selector switches, control fuses and removing dustwith vacuum cleaner/blower and moisture by hot air blower and checking tightness of wiring system. 2 Disconnecting and dismantling the existing indoor type, 11 KV horizontal draw out type VCB trolly of rupturing capacity 250/350MVA, 400/630/800 Amps from location and repair /overhaulingand carrying out with the followingactivities as mentioned below and replacement of unservicable following itmes as and where required complete all as specified and directed by Engineer-in-Charge. (Note: spare partswill be measured & paid seperately.) (i) Inspecting / overhaulingof manual / motorised spring drive mechanism by checking mechanism, motor and gear assembly, big gear assembly, stop bolt assembly, main shaft interlocking assembly, closing spring assembly, small cam with screw,motor cut -off limit switch, butter fly swich assembly and apply multi grease lubricant to function smoothly.(ii) Inspecting / overhauling oftripping assembly,earthfault release assembly, tripping coil, auxiliary switch and checking of electrical wiring system.(iii) Inspecting / overhauling /cleaning and inspecting through insulators, vacuum interuptorsby carbon cleaner solution and apply dry graphite conductive sealant for electrical contacts to avoid carbon deposits on contact surfaces.(iv) Assembling all items/components parts to the respective postion & testing the breaker with High Voltage(DC)and meggering before and after high voltage test complete. 3 Dismantling of Old Damaged/burnt spare parts from VCB and Supply and fixing in repair of following Spare partssuitable for - VCB 11 KV , 630/800 Amps indoor type of Make Schnieder(PIX -MV)/ABB(VD4) /CG/AREVA(VMX) all as specified and directed by Engineer-in-Charge. 4 Isolating Contacts flat type 5 Vaccum InterupterVG2 6 Insulating Rod 7 Closing coil 110V /24V DC 8 Tripping Coil 110V /24V DC 9 Spring Charging Motor 110V-230V AC/DC 10 Breaker Auxiliary Switch 6NO +6NC 11 Motor Cut-off switch 12 Main Drive Shaft assembly 13 Trip Fork Linkage Assembly 14 Rachet Wheel 15 Pin for Rachet 16 Handle Block Assembly 17 Closing coilassembly without coil 18 Trip coilassembly without coil 19 Motor cutt offLever assembly 20 Trip Proper support assembly 21 Release lever 22 Pin for Release lever 23 Auxiary switch drive Assembly 24 Charging Pawl 25 Buffer for Spring 26 Over Rid Stop 27 Over Rid Stop Pin 28 24 Pin Plu and Socket Assembly 29 Bus Bar Spout Insulator with CC parts for R Phase 30 Bus Bar Spout Insulator with CCparts for Y Phase 31 Bus Bar Spout Insulator with CC parts for B Phase 32 Circuit Spout Insulator with CC Parts 33 3Phase Spout Insulator assembly Bus bar /Circuit side. 34 Half Collar (Pair) 35 Raising and lowering Handle 36 TNC Switch,16Amps Recom 37 Ammeter,digital type,DM3110 Schneider 38 Voltmeter,digital type DM3210 Schneider 39 Multifunction meter digital typeEM6400NG Schneider 40 Indicating Lamps 24/110V DC LED type 41 Dismantling, overhauling and testing Potential transformer capacity 11 KV / 110 volts ACand replacement of worn out spares such as contacts, bushing, control wiring fibre plates, gaskets , transformer oil and applying multi grease to the mechenical parts & dry graphite conductive sealant to contacts etc & re-assembling the same and commissioning complete all as specified and directed by Engineer-in-Charge. (Note : Spare parts and oil will be measured and paid seperately) 42 Material and labour for painting of HT VCBcapacity 250/350MVA,11KV, 400/630/800Amps, with onecoat of synthetic enamel paint over a coat ofred oxide primerafter cleaning, scraping, and filling ofcavitiesfor out side surface and in side surfaceof VCB and writing the details such as MES No/ SM No etc on the new metallic plate of size 30x15cm and fixng the metallic plate firmy on VCBall as specified and as directed by Engineer-in-charge. 43 S&F, testing commissioning ofcurrent transformer 50-30,5+5Amps, Class1 and 5p10,15VA,18.3kA/3Sec for 11 KV horizontal draw out type VCB trolly of rupturing capacity 250/350MVA, 400/630/800 Amps, panel board complete all as directed and specified by Engineer-in-Charge. 44 T&P for Testing of primary injection by artificialloadthroughCT’s, on each multiple settingofovercurrent & earth fault relay, testing polarities, ammeter and selectorswitchandasdirected by Engineer-in-Charge. 45 T&P for Testing /Overhauling and secondary injection of over current earth fault relays/release on each multiple setting readjustment by artificial load complete all as specified including testing complete. 46 Repair/Overhauling Indoor type, 11 KV, SF 6, RMU Panel and carrying with following and all as specified and directed by engineer in Charge.Note :- (i) Including fixing ofspare parts to function RMU smoothly and rate to be included.Notes :-Spare parts and SF6 Gas will be measured and paid separatly. (i) Inspecting/overhauling of Manual/motorised spring drive mechanism by checking mechanism, Motor and gear assembly, Big gear assembly, stop bolt assembly, Main shaft interlocking assembly, closing spring assembly, Small Cam with screw, motor cut -off limit switch, Butter fly switch assembly and apply multi grease lubricant to function smoothly.(ii)Inspecting / overhauling of assembly, earth fault release assembly, tripping coil, auxiliary switch and checking of electrical wiring system.(iii)Inspecting / overhauling /cleaning and inspecting insulators, Gas Chamber by carbon cleaner solution and apply dry graphite conductive sealant for electrical contacts to avoid carbon deposits on contact surfaces.(iv) Inspecting of Gas SF6 leakage and Re filling SF6 gas as required and all as directed.(v) Overhauling/testing of Metering Panel with PT(vi) Assembling all items/components parts to the respective postion & testing the breaker with High Voltage(DC)and meggering before and after high voltage test complete.(vii) Cleaning all busbar by rubbing and by CRC liquid cleaner.(viii)Spraying two coat of anti track paint on CTs.(ix) Applying insulating boots for busbar and cables. (x) Supply and fixing all missing nut bolts for panels. 47 S&F 11 KV, SF 6,RMU Panel Spring Charging Motor, with complete mechanisim 230/110/24 Volts of existing make. 48 S&F 11 KV, SF 6,RMU Panel SF 6 Gas filling up to the indication mark complete all as specified and as directed. 49 Repair/ MaintenanceBattery Charger Circuit 240 V AC to110 V DC 20 A (with range from 10A to 20A) with inbuilt short circuit protection supply for control circuit of 11 KV VCB/RMU complete incliuding replacement of defective parts all as specified and as directed. 50 Repair/ MaintenanceDC to DC Converter 110 V DC to 24 Volt dc20 A (with range from 10A to 20A) with inbuilt short circuit protection supply for control circuit of 11 KV VCB/RMU complete incliuding replacement of defective parts all as specified and as directed 51 S&F battery SMF EP 100-12 (12V/100AH) complete all as specified and as directed 52 Dismantling old burnt Heaters and Supply Fixing Space Heater 80 Watt capacitysuitable for VCB,s /OCB in existing panel including hard ware,wiringand all as directed. 53 T&P for fault finding on HT cables of any size and any length with fault detective machine by thumbing method and suitable high voltage and all as and directed by Engineer-in-charge. 54 T&P for route tracing ofHT cables of any size and any length with fault detective machine by thumbing method and suitable high voltage and all as and directed by Engineer-in-charge. 55 Supply and fix cable jointing kit for 11 KV (earthed) grade cable for indoor termination Heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured alumunium conductor cable of size 120 sqmm to 185 sqmm all as specified. 56 Supply and fix cable jointing kit for 11 KV (earthed) grade cable for indoor termination Heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured alumunium conductor cable of size 240 sqmm to 300 sqmm all as specified. 57 Supply and fix cable jointing kit for 11 KV (earthed) grade cable for straight through Heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured alumunium conductor cable of size 120 sqmm to 185 sqmm all as specified. 58 Supply and fix cable jointing kit for 11 KV (earthed) grade cable for straight through Heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured alumunium conductor cable of size 240sqmm to 300 sqmm all as specified. 59 Supply, Installation, testing ON LOAD & commissioning of Compact motor protection relay flush mounting with display MM-10 with 110-240V AC/DC aux supply, having following protections with required mechanical cutout arrangement & required control wiring modification work to suitable new relay to existing system making good to the disturbed surface all as specified and directed.(a) Thermal over load and short circuit . (b) Earth fault and phase loss, unbalance, phase reversal.(c) Prolong starting, locked rotor and last trip data recording. 60 Supply, Installation, testing & commissioning of Under Over Voltage relay single phase system voltage 20-110 Volt AC/DC with required mechanical cutout arrangement & required control wiring modification work to suitable new relay to existing system including making to the disturbed surface all as specified and directed. 61 Material and labour for loading into truck of old OCB/VCB with the help of Crain and shifting from site to store/ substation premises and unloading complete all as specified and directed. 62 Material and labour Disconnecting, dismantling & restablising the existing indoor type, 11 KV horizontal draw out type VCB trolly of rupturing capacity 250/350MVA, 400/630/800 Amps from location and repair /overhaulingand carrying out with the followingactivities as mentioned below and replacement of unservicable following itmes as and where required complete all as specified and directed by Engineer-in-Charge. (Note: spare partswill be measured & paid seperately.) (i) Inspecting / overhaulingof manual / motorised spring drive mechanism by checking mechanism, motor and gear assembly, big gear assembly, stop bolt assembly, main shaft interlocking assembly, closing spring assembly, small cam with screw,motor cut -off limit switch, butter fly swich assembly and apply multi grease lubricant to function smoothly.(ii) Inspecting / overhauling oftripping assembly,earthfault release assembly, tripping coil, auxiliary switch and checking of electrical wiring system.(iii) Inspecting / overhauling /cleaning and inspecting through insulators, vacuum interuptorsby carbon cleaner solution and apply dry graphite conductive sealant for electrical contacts to avoid carbon deposits on contact surfaces.(iv) Assembling all items/components parts to the respective postion & testing the breaker with High Voltage(DC)and meggering before and after high voltage test complete. 63 Excavating in trenches, n exc1.5 m wide and n exc 1.5 m indepth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out completein soft/loose soil all as specified. 64 All as perabove item No.63.00 above but in hard/dense soil. 65 Excavationin trenches not exc. 1.5 m wide and not exc. 1.5 in depth for foundation of poles, stay assembly and laying of U/G cables etc. and getting out in soft disintegrated rocks/road cutting/RCC/PCC complete all as specified and directed. 66 Supply and providing sand/stone dust for sand cushioning for cable protection orfilling in trenches of sand in cable ducts after cleaning of ducts all as directed and specified Note:. for the purpose of payment punned thicknesswill be measured. 67 Supply and providingunreinforced pre cast cement concrete cable cover for cable protection (Ready made Covers) ofsizes Class HVPtype I with peak, flat size 300x180x40 mm putting adjecent to each other as specified. 68 Supply and laying tubes light grade, galvanized, 100 mm bore laid in trenches or under floor or fixed with poles/walls for protection of electric cable all as directed. 69 Returning,filling in soft/loose soil including spreading, levelling, watering ,well ramming in layers n.exc 25 cm complete all as specified. 70 Removing of excavated material not exc. 50m away from starting point and depositing where directed at a level not exc. 1.5m above the starting point.in soft /loose soil 71 Removing of excavated material from the site of work and transporting out of MD land complete all as specified and directed. 72 Supply,laying in trench, in duct on wall,and testing in replacement forXLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavyduty) with aluminium conductor, 11000 volts, grade cross sectional area 240 sq. mm X 3 core all as specified and as directed. 73 Supply,laying in trench, in duct on wall,and testing in replacement forXLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavyduty) with aluminium conductor, 11000 volts, grade cross sectional area 185 sq. mm X 3 core all as specified and as directed. 74 Supply,laying in trench, in duct on wall,and testing in replacement forXLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavyduty) with aluminium conductor, 11000 volts, grade cross sectional area 120 sq. mm X 3 core all as specified and as directed. 75 Manufacturing, supplying and fixing at various sub stations for SOP (Standard Operating Procedure) for VCB/ RMU Operation on farme board of size 600 mm x 900mm having fully covered by suitable plain glass as approved . Letter,symbols, MES Logo ,borders etc.on A-1 Size paper all as required colour scheme in all respects as per direction of Engineer-in-charge. 76 T&P for fault finding, confirmation and route tracing on LT cables of any size and any length with fault detective machine by thumping method and suitable high voltage and all as and directed by Engineer-in-charge. 77 Material & labour for cable jointing kit, in repair, for LT 1.1 KV grade cable for straight through joint M-Seal type for underground PVC/XLPE armoured heavy duty cable aluminum conductor of size3.5/4 core 50 Sqmmcomplete including testing & commissioning complete all as specified and directed. Make: XICON/Raychem/3M/Mahindra and Mahindra. 78 All as per aboveitem No 77.00 herein before but cable 3.5 core 70 Sq mm 79 All as per aboveitem No 77.00 herein before but cable 3.5 core 95 Sq mm 80 All as per aboveitem No 77.00 herein before but cable 3.5 core 120 Sq mm 81 All as per aboveitem No 77.00 herein before but cable 3.5 core 185 Sq mm 82 All as per aboveitem No 77.00 herein before but cable 3.5 core 240 Sq mm 83 Material & Labourfor repairs/ Overhauling/Servicing to ExistingLT electric panels by takingshut down from appropiate authority includingT&P for Attending Faults/Trippings and rectifieng /repairingthe faults in HT/LT Panels Boards/Capacitor Panels Boaeds/ MCCBs/ACBs /Change Over switches/Cable Connections/Bus Bar etc including PVC insulating Tapes/Nut boltsand all as specified and directed by Engineer-In-Charge. (i)Tightning the loose connectionsand cleaning inside/out side complete replacing all cable glands,thimbles and lugs as per the size of existing cable, applying petrolium jelly on the contactors ,providing new insulation tape to bus bars, repair to broken /hanging doors by fixing hinges or welding the door to make it servicable, spray painting as pproved colourandtesting the entire panel board after the completion of servicing up to the satisfication of Engr-in-charge complete all as specified and directed .(Note : MCCB,ACB, measured and paidseparately under relevant items of this schedule.) 84 Dismantling of Damaged/Burnt out lugs and Supply & fixing of Aluminum Lugs with PVC Insulation Tape of size 240 Sqmm to 300 Sqmm x 3.5 core complete all as specified and directed by Engr-in-charge. 85 Dismantling of Damaged/Burnt out lugs and Supply & fixing of Aluminum Lugs with PVC Insulation Tape of size 120Sqmm to 240Sqmm x 3.5 corecomplete all as specified and directed by Engr-in-charge. 86 Dismantling Air Circuit Breaker 4pole/3pole, 630Amps to 1200Amps, 415 Volts, draw out/fixed type from location and repair /overhaulingof spring drive mechanism, coil, auxiliary switch includingsetting of over loadcoil, no volt coil, tripping coil & apply multi grease for mechnical parts, cleaning and inspectingmale and female contacts and apply dry graphite conductive sealant for contacts, checking of electrical wiring system, testing, and assembling all items/components parts to the respective positionandtesting complete all as specified and directed by Engineer-in-Charge. 87 Dismantling of Old Damaged/burnt spare parts from ACB and Supply and fixing in repair of following Spare partssuitable for -ACB 415V , 630 to 1200Amps Amps indoor type of Make ; Havells/ Schneider/IndoAsian/HPL/Legrand/C&S all as specified and directed by Engineer-in-Charge. 88 Shunt Trip Device 89 Closing coil assembly 90 Mismatch Prevention Device 91 Moving contacts assembly 92 Fixed Contact assembly 93 Auxiliary Switch 94 Arc chut with hardware 95 Current Transformers 630A/5A. 96 Current Transformers 800A/5A 97 Current Transformers 1200A/5A 98 Dismantlingof old damaged Meters and Supply & fixDigital LT voltmeter with selector switch of size 96x 96mm rating 0 to 500 volt all as specified and directed. Make:AE/MECO/ Elmeasure. 99 Dismantlingof old damaged MetersSupply & fixing Digital LT Ammeter with selector switch of size 96x 96mm suitable for CT ratio 5amp, programmable type andall as specified and directed. Make:AE/MECO/ Elmeasure. 100 Dismantling of old damaged halogen fitting Supply & fixing in repairs 500 watt Incandescent/ GLS lamp halogen Lamps with holder with aluminum cover 230Volts AC for substation heating to avoid moisture completeall as specified and directed.Make:Wipro/ Surya, crompton 101 S&F of Room Heater 1000 Watt coil type in substation to avoid moisture in HT installation room complete all as specified and directed by Engr-in-charge. 102 Dismantling of old damaged Lamps and Supply & fixing in repairs 200 watt Incandescent/ GLS lamp 230Volts AC for substation heating to avoid moisture completeall as specified and directed.Make:Wipro/ Surya, crompton 103 M&L for Maint of Multi functional meter digital type 5000 LCD CI with RS485 including necessary alteration in existing panel as required for retrofit after wiring work complete all as specified & directed. 104 M&L for Maint of Multi functional meter digital type 5000 LCD CI with RS485 including necessary alteration in existing panel,SMARTCOMN EMS Energy Management System software with multiple features suitable for minimum 10 meters at existing dashboard/ computer and shall capture and provide following data for 12 months peroid:1) 30 min instantaneous data from all the meters for seven parameters- cumulative Energy, Power, Current, Voltage, Power factor and frequency. 2) Multiple combination of device and parameters for analysis and monthly and quaterly billing survey dattion a for cumulative energy and max demand.3) Specific Energy Consumption (SEC) Report and assess to features defined by user levels.4) Monitor ON, OFF, TRIP, Ready to close status of circuit breaker through E&As UNCO Module with on premise solution. 5) Provision for Breaker ON & TRIP counter, Last 20 trips date & time6) Email and SMS notification & Excel reports with charts. 105 M&L for Maint of MQTT GPRS Converter Outdoor (LoRa) Long Range Communication Accumulator suitable for communicating with multifunctional digital Meter with LoRa communication protocol and the data transfer to the software complete all as required on existing ground position as specified and directed. 106 M&L for Maintand recharge topup for 12 months peroidof 4G/5G Router all asrequired as on existing ground position including necessary data cable (low impedance ) suitable to existing ground position including necessary data cable (low impedance) suitable to transmit data of energy meter port and CAT-6 (Patch Cord) all as directed by Engr-in-Charge. 107 M & L and fabrication work with Cross arms, bracings, supports,clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint all as specifeid and diredted by Engr-in-charge. 108 M&L electrical earthing complete with GI plate Electrode of size 60 Cm X 60 Cm X 6 mm thick burried directly inground vertically at a depth not less than 2.25 mtr. below normal ground level, with top edge of earth plate at a depth not less than 1.5 mtr. below normal ground level, connected toGI earth strip 32mm x 6mmearth leadby means of bolts,nuts and washers of galvanised iron, earth lead strip protected by means of 32 mm bore dia light grade GI pipe up to switch board/panel board , all as specified and shown in MES schedule Electrical Plate No-5 of SSR Part I, including excavation and earth work in any type of soil, PCC 1:3:6 type C1 in chamber, RCC 1:2:4 type B1, 40 mm thick cover slab with 6 mm dia MS bars at 100 mm centre to centre both ways, with 6 mm dia MS hook, Charcoaldust, salt, funnel for watering complete and testing the Earth resistence and writing on the chamber by paint all as specified and as directed. Note : Value of earth resistance shall not be more than 2 Ohm. 109 M&L in repairs galvanised iron strip 32x6mm earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles in roof ofhigh rise bldg and as required by saddles not more than distatance of 50 cm between two saddles with jointing nuts, bolts /washers to wall/surface or recess of high rised buildings or burried in ground or any situation for loop all as specified and directed by the Engineer-in-Charge. 110 Supply and fixing substation insulation rubber floor mats not less than 2.5 mm thickness suitable for operation on 11 KV panels confirming to IS 15652 : 2006 all as specified and directed by Engineer-Incharge.
Contract Date: Apr 27, 2026 Contract Value : ₹ 32.04 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Maharashtra View Result →
36.
Health and Family Welfare #10834910 Price Bid
Tender For Supplying And Erecting Of 3M Height Designer Decorative Post Top Mounting Pole Made In Combination Of Galvnizing Pipe Which Is Fabricated Using 114M Dia X 3.0Mm Thick Base Section With Minimum Height Of 600Mm, The Middle Section Is Of 76Mm (+/-3%) Dia Gi Pipe With Height Of Section Is More Than 1350Mm And The Remaining Section Is Of 60Mm (+/- 3%) Dia Gi Pipe With Height Of Section Is More Than 1050Mm. The Complete Pole Shall Be Coated With Etch Primer And Further With Epoxy Zinc Phosphate Primer & Then Painted With Environmentally Stable Polyurethane Paint (Coating Thickness - 80 Microns Minimum). The Bottom And Middle Section Of The Pole Shall Be Provided With Decorative Cast Aluminium Embellishment To Add Aesthetic On The Pole As Shown In The Drawing. The Brackets Shall Be A Single Piece Assembly And Should Be Capable Of Orientation In Any Direction And Secured With Stainless Steel 304 Grade Hardware. The Pole Is To Be Provided With A Surface Mounting Suitable Base Plate Dia Of 350Mm And Suitable Thickness As Per Is Standards And Structural Reports. Decorative Ring Between Base Pole And Bracket Is Made Of Cast Aluminium Material. The Decorative Bottom Most Base Is Made Of Single Piece Cast Aluminium Material With 9W 30K Foot Light With (Ingress Protection) Ip66 Of Lamp Compartment. (All Al Casting Should Not Be In 2 Parts With Any Vertical Cuts Which Are Then Bolted Or Welded From Centre Which Spoils The Aesthetics Of The Designer Decorative Pole) With The Company / Brand Logo Embossed On It. All Dimension Is Within +/- 5% Tolerance. The Pole Should Be Provided With An Inbuilt Junction Box To Fix Four-Way Connector And 6A Mcb At The Bottom - The Inbuilt Box Should Have A Flush Door Of Suitable Size. The Decorative Pedestal To Be Mounted On A Suitable Size Steel Plate. The Mounting Plate Shall Be Provided With Elongated Holes For Alignment Of The Pole. The Suitable Size Foundation Bolt Shall Be Supply Along With The Pole Of En 8 Grade. The Manufacturer Needs To Provide A Structural Analysis For Structural Stability Of The Pole With The Relevant Is Standards Is 1239/1161/E250 Needs To Be Clearly Mentioned. The Same Needs To Be Confirmed In Form Of Test Certificates From The Manufacturer. The Manufacturer Should Have Valid Iso 9001:2015 From Ce Certification. Please Refer The Attached Drawing No - Cameroon 3M Sa Tm Pole. , Supplying And Erecting Of Decorative Luminaire Made Of Spun Aluminium Body With An Effective Heat Sink Design To Maintain The Operating Temperatures At Led Junction And Other Components Within Permissible Limits Corresponding To The Designated Design Life. The Luminaire Shall Be Provided With Highly Efficient Pc/Pmma Lens To Provide Uniform Photometric Distribution Suitable For Typical Streetlight Application And Facilitate Minimum Glare, With Degree Of Protection As Ip66 Lamp Compartment. The Luminaire Nabl 3Rd Party Report Needs To Be Attached For Ip66 And Ies File For Lighting Distribution From Goniometer And Lm79 Report From 3Rd Party Nabl. The Diffuser Shall Be Injection Moulded Polycarbonate With Ik Rating Of /=10 (With Attached Internal Ik Report From The Manufacturer) With A Diameter Of Not Less Than 285Mm And Height Not Less Than 86Mm To Maintain The Aesthetics Of The Product As Shown In The Drawing. The Design Of The Fixture Has To Be The Same Aesthetics As Shown In The Drawing. The System Ac Wattage Of The Luminaire Shall Be 30-40W (± 10%) With Mcpcb Of Not Less Than 1.6 Mm Thickness And Cu Of 35 Microns And 2.5 Thermal Conductivity For Fixture. Colour Temperature (Cct) Of 3000K, Colour Rendering Index Cri /= 70 And Residual Flux Of 70% (L70) @ 50,000 Hours At Ta Of 25°C. The Luminaire Shall Be Suitable For Operating Within Temperature Range From - 10°C To + 40°C. The Led Used Should Be High Power Leds (Make- Osram/Bridgelux/Nichia/Cree/Lumiled) With Macadam /= 5. The Luminaire Should Be Deigned To Operate At Any Voltage From 140V To 280V, With Power Factor ≥ 0.95 And Shall Be Provided With Optional Built In Over Voltage And Under Voltage Protection And Internal Surge Protection Of 4/4 Kv In Both Common & Differential Modes And External Surge Protection Of 10 Kv, Electrical Class I. The Driver Arrangement Should Be Such That It Can Be Easily Maintained Without Opening The Ip66 Lamp Compartment. All The Mounting Hardware Shall Be Ss316 Grade For Better Life. The Luminaire Shall Comply With Safety Requirements Of Applicable Bis Standard. Overall Outer Dimensions Of Luminaire Shall Be Ø540Mm (±3%) And 975Mmh (±3%) Height And The Shape Shall Be As Per The Sketch Attached And Non-Responsive And Accordingly Rejected. Approved Makes: Schreder/Reytek/Ligman. Important: In Case The Bidder Proposes Alternate Make, It Would Be Necessary To Submit A Fully Functional Sample Of The Luminaire Along With The Bid Failing Which The Bid Will Be Considered And Non-Responsive And Rejected. The Luminaire Should Be Having A Warranty For A Period Of 5 Years Against Any Manufacturing Defects. The Manufacturer Should Have Valid Iso 9001:2015 From Ce Certification. The Manufacturer Should Have Internal Testing Equipments Especial 2M Integrating Sphere, Ipx6, Ik10, Humidity Chamber. Similar To Model No. Rigel Pt Clear Sl 30W Led 30K The Luminaire Should Be With A Valid Bis Number. , Supplying And Erecting Of Decorative Desing Bollard Of 0.6Mtr Height Decorative Bollard Made Of Steel Pipe Which Is Fabricated Using 114M Dia X 3.0Mm Thick. The Luminaire Should Be With High Pressure Die- Cast Thermal Management For Longer Life Of The Leds And The Ip65 Optical Compartment. The Diffuser Shall Be Optical Grade Clear Pc / Pmma Pipe. The System Ac Wattage Of The Luminaire Shall Be 9W (± 10%), Colour Rendering Index Cri /= 70 And Residual Flux Of 70% (L70) @ 50,000 Hours At Ta Of 25°C. Colour Temperature (Cct) Of 3000K. The Luminaire Shall Be Suitable For Operating Within Temperature Range From - 10°C To + 40°C. The Light Source Should Be (Make- Osram/Bridgelux/Nichia/Cree/Lumiled) With Macadam /= 5. The Luminaire Should Be Deigned To Operate At Any Voltage From 140V To 280V, With Power Factor ≥ 0.95 And Shall Be Provided With Optional Built In Over Voltage And Under Voltage Protection And Internal Surge Protection Of 4/4 Kv In Both Common & Differential Modes. The Bollard Shall Be Provided With Decorative Die Cast Aluminium Embellishment To Add Aesthetic On The Bollard As Shown In The Drawing. The Bollard Is To Be Provided With A Surface Mounting Suitable Base Plate Of 200Mm X 200Mm X And Suitable Thickness As Per Is Standards. The Decorative Base Embellisment Is Made Of Cast Aluminium Material With Minimum Dia Of The Base Is 155Mm & Height Is 120Mm. All Dimension Is Within +/- 5% Tolerance. The Base Plate Shall Be Hot Dip Galvanized. The Mounting Plate Shall Be Provided With Round Holes For Alignment Of The Bollard. Overall Outer Dimensions Of Bollard Shall Be Ø130Mm (±3%) And 600Mm (±3%) Height And The Shape Shall Be As Per The Sketch Attached Herewith. Similar To Model No. Ara Ø130Mm Bp 600H Clear 9W Led 30K. , Supplying And Erecting Of Swimming Pool Light 18W Dc Operated With Drivers And All Accessories Cct -3000K/ Rgb Ingress Protection-Ip 68 With Ss Housing, High Power Led To Be Operated On Dc, In Order To Keep The Area Safe And Shock Proof. , Supplying & Erecting Three Phase, 415V, Street Light Control Panel Up To The Max Load Of 6Kw, Tpn Mcb 40A, Powder Coated Crca 14 Swg Sheet, Outdoor Type, Having Ip54,Ik10 Protection, Suitable Rating Contactor, 24 Hrs. Astronomical Time Switch With Minimum 5 Years Battery Back Up, Auto/Manual Selector Switch, On/Off Push Buttons, Indicator Lamps, Control Wiring, Metering Device, Etc. For Automatic Operation, With Overcurrent, Short Circuit, Earth Fault Protection On Provided Iron Frame / Cement Concrete Foundation. , Supplying, Erecting & Marking Spmcb 6A To 32A, B-Series With Rated Short - Circuit Breaking Capacity (Icn) 10Ka In Provided Distribution Board As Per Specification No. Sw-Swr/Mcb , Supplying, Erecting & Marking Tpmcb 6A To 32A, With Rated Short - Circuit Breaking Capacity (Icn) 10Ka In Provided Distribution Board As Per Specification No. Sw-Swr/Mcb , Supplying, Erecting And Marking Four Pole Isolators Only Switch Version Of Miniature Circuit Breakers Of 40A In Provided Distribution Board. , Supplying & Erecting Triple Pole And Neutral Distribution Board (Tpndb), Sp/Tp Mcbs Total 4 Ways /12 Poles, With Door, 1.2Mm Thickness Surface/Flush Mounted, Ip 43 Protection On Iron/Gi Frame (Vertical Busbar Type) As Per Specification No. Sw-Swr/Mcbdb , Supplying, Erecting & Terminating Fr Xlpe Insulated, Galvanised Steel Formed Wire Armoured (Strip) Cable 1100 V, 3½ Core 25 Sq. Mm. Aluminium Conductor Complete Erected With Glands & Lugs, On Wall/ Trusses/Pole Or Laid In Provided Trench/ Pipe As Per Specification No. Cb-Lt/Al , Supplying, Erecting & Terminating Fr Xlpe Insulated, Galvanised Steel Formed Wire Armoured (Strip) Cable 1100 V, 4 Core 10 Sq. Mm. Aluminium Conductor Complete Erected With Glands & Lugs, On Wall/ Trusses/Pole Or Laid In Provided Trench/ Pipe As Per Specification No. Cb-Lt/Al , Supplying, Erecting & Terminating Fr Xlpe Insulated, Galvanised Steel Formed Wire Armoured (Strip) Cable 1100 V, 4 Core 16 Sq. Mm. Aluminium Conductor Complete Erected With Glands & Lugs, On Wall/ Trusses/Pole Or Laid In Provided Trench/ Pipe As Per Specification No. Cb-Lt/Al , Providing Pipe Type Earthing With 40Mm. Dia. G.I. Pipe Or 20 Mm Dia. G.I. Rod Complete With All Materials Testing And Recording The Results As Per Specification No. Ea-Ep , Making M- 20 Grade Reinforced Cement Concrete Foundation By Considering The Safe Soil Bearing Capacity As 10 T/Sq.M At 1.5 M Depth Including Supply Of Steel, Concrete, Excavation, Fixing Provided Nut Bolts With The Help Of Template, Duly Plastered As Per Design Complete (For 3 To 5M Octagonal / Conical Gi Pole). , Making Cement Concrete Foundation In 1:3:6 Cement Concrete, (20 To 25) Mm.Stone Metal Duly Plastered With Necessary Curing For Complete. (Pole Muffing Or Any Other Purpose). , Supplying And Laying (Including Excavation Of Suitable Width & Depth Up To 90 Cm) 50 Mm Outside Dia. Double Wall Corrugated Pipes (Dwc) Of Hdpe For Enclosing Cable Below Ground/Road Surface, To Required Depth Complete. , Supplying And Erecting Pvc Insulated Pvc Round Sheathed 1.5 Sq.Mm (30 No. X 0.25 Mm Dia.) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv , Supplying, Erecting & Terminating Fr Xlpe Insulated, Galvanised Steel Formed Wire Armoured (Strip) Cable 1100 V, 4 Core 6 Sq. Mm. Aluminium Conductor Complete Erected With Glands & Lugs, On Wall/ Trusses/Pole Or Laid Inprovided Trench/ Pipe As Per Specification No. Cb-Lt/Al , Supplying And Erecting Integrated Led Flood Light Fitting Max. 155W Ip65 & Ik07 Class Having Pressure Die-Cast Aluminium Housing, Having System Lumens Output Of Min. 18600 Lumens, Min. Efficacy Of 120 Lumen/W, Cri70, Cct Upto 6500K, Thd10%, P.F. 0.90, Operating Range Of 140-270V, Inbuilt Surge Protection Of 4 Kv, Life Class Of 50,000 Hrs. At L70B50, Including Driver With U Shaped Bracket With 3 Years Warranty As Per Specification No Fg-Odf/Fls2. , Supplying, Erecting & Terminating Fr Xlpe Insulated, Galvanised Steel Formed Wire Armoured (Strip) Cable 1100 V, 4 Core 16 Sq. Mm. Aluminium Conductor Complete Erected With Glands & Lugs, On Wall/ Trusses/Pole Or Laid In Provided Trench/ Pipe As Per Specification No. Cb-Lt/Al , Supplying And Laying (Including Excavation Of Suitable Width & Depth Up To 90 Cm) 50 Mm Outside Dia. Double Wall Corrugated Pipes (Dwc) Of Hdpe For Enclosing Cable Below Ground/Road Surface, To Required Depth Complete. , Supplying And Erecting 12.5 M (Clear Height) Motorized High-Mast (Top -150Mm, Bottom- 360Mm) Hot Dipped Galvanized Material With Average Minimum Thickness 65 Micron, Made From High Tensile Structure Grade Steel As Per Bsen - 10025 S 355/E350 & 3Mm Thickness, With Base Plate 25 Mm Thick X Od 520 Mm Grade As Per Is-2062, Pole Made In Single Section & Submerge Annual Rate Contract Welded, With Lowering & Raising Motorized Unit, Wire Rope Stainless Steel 316 Grade 2 Nos., 7X19 Construction 5Mm, Sg-Dg U Clamps, Double Drum With Assembly 250 Kg, 5X2.5 Sq.Mm. Flexible Copper Cable With Lantern Carriage Assembly Suitable For Max. 12 Nos. Luminaires And Its Control Gear Box, Lightning Arrestor, Arrangement For Fixing Aviation Light, High-Mast With Serial Number, Factory Inspection Report/Test Report Of High-Mast Should Be Provided As Per Specifications On Provided Foundation J Type Stud/Bolts With Necessary Accessories Complete As Per Specification No. Ohpl/ Hm (Excluding Luminaries) , Supplying And Erecting Outdoor Stand Mounted Feeder Pillar For High-Mast Of The Same Manufacturer With 32A Tpn Mcb Incomer, 24Hr Astronomical Time Switch With Minimum 5 Years Battery Backup, Ip 54 And Ik10 Protection, 25 A Tp Contactor For Automatic Switching Of Luminaires, 2 No. 9A Contactors And Raise/Lower Push Button, And Provision For Termination Of Adequate Size Of Incoming And Outgoing Cables Complete Erected In Min. 14 Swg Crca Sheet Box With Supporting Angles, Self Lock, Gasket And Slanting Top Erected On Cement Concrete Foundation Complete. , Providng Earthing With Galvanized Iron Earth Plate Size 60 X 60 X 0.6 Cm Complete With All Materials, Testing & Recording The Results As Per Specification No. Ea-Ep , Making M- 20 Cement Concrete Foundation By Considering The Safe Soil Bearing Capacity At Site As 10 T/Sq. M At 2 M Depth Including Excavation And Fixing Provided Nut Bolts With The Help Of Template, Duly Plastered As Per Design Complete (For 12.5 M Raising Lowering High Mast).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
37.
Public Administrative Department #10827285 Price Bid
Kmc / Dg ( Ps ) / Xiii / 115 / 123 / 19-20 Dev . Of Banerjee Para K . M . C . Park At B . P . Road Providing Sitting Arrangement And Raising Ground Level In W / N-115
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
West Bengal View Result →
38.
Defence #10793113 Price Bid
Tender For Provision Of 5 X High Mast Lights Of Unit 14 Weu At Old Air Field Mil Stn Under Ge 970 Ews; 1 Supply , fabrication , errection testing and commissioning of raising and lowering type 16 mtr high galvanized mast suitable for 9 lanterns symmetricaly fitted along with their control gears Flag Mast Pole Top Diameter – 150 mm, Bottom Diameter – 360 mm Base Plate Pick Circle Diameter ( PCD ) 460 mm( Inner Diameter ) X 650 mm, Outer Diameter 750 mm , Base Plate thickness – 30 mm , service door size 300mmx540mm Auto timer control panel and having tow point suspension systems steel wire 6 mm dia double drum winch trailing cable (PCP EPR) galvanized lantern carriage arrangement suitable for mounting 9 luminaries symmetrically and lightening arrester S&F feeder pillar having ML-4 timer MCCB 63 Amp TP for automatic operation. Falg mast pole shaft thickness bottom 5mm, middle 4mm, Top 4mm and 1.5/2 HP 3 phase motorduoble drum heavy duty, 6mm S S wire rope x 3 Nos, incl Aviation light & domeThe MAST shall have integral type power tool at the base compartment for its operation. mast shaft shall be in two section hold dip galvanized inside and outside in singel dip suitable for wind loading as per IS-875 part 3 including M&L for construction of suitable shalllow foundatioin for high MAST with M-20 grade concreteconsidering the safe soil bearing capacity at site as 10 Ton /Sqm at 2 mtr depth including provision of suitable size and number of foundation bolts alongwith nus, washer anchor plates and templates as per the drawing and specification of manufacture of high MAST system. Note Aviation Obstruction light IP-65 10W-50W fix on same quoted rate. 2 S&F LED flood light 120 Watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP-65 protection, with impact and corrosion resistant complete with driver and lamp complete all as directed.. 3 Supply, installation, testing, commissioning outdoor type LT Panel board floor mounted, self supporting compartmentalised design of suitable size, 440V 3 phase 4 wire system powder coating provided with suitable to make it dust/vermin proof.The panel shall be made with 3.15 mm thick CRCA Sheet for outer shell and inner shell made out of 1.6mm thick CRCA Sheet, double door with front openable with locking arrangement, provision of threaded earthing stud at buttom, inner cell be compartmentalised, front openable single door system lockable.Inner shell completely vermin proof and to accomodate incoming/outgoing MCCBs, MCBs, and TPN aluminium bus and extension links.Copper bus bar of capacity 200A-03 Nos and 01 for neutral of capacity 100A duly insulated with colour coded heat shrinkable sleeve and shall be mounted on suitable size/ rating of eposy resin insulator all housed in suitable bus bar chamber.All control panel wiring shall be 4 sqmm multistranded copper conductor for power wiring between busbar to each incoming and outgoing MCCB/MCB with adequate size and shall be properly bunched/ tied, ferulled for proper identifiction and crimped with adequate size of lugs and provision and fixing of voltmeter, ammeter with built selector swith, CTs of suitable rating, led lamp all as specifed and directed with following (Onload changeover switch 100 amps-01,MCCB TPN 100 Amps,16 KA-01,MCCB TPN 63 Amps,16 KA-04) 4 Supply, installation, testing, commissioning out door type LT Panel board floor mounted, self supporting compartmentalised design of suitable size, 440V 3 phase 4 wire system powder coating provided with suitable to make it dust/vermin proof.The panel shall be made with 3.15 mm thick CRCA Sheet for outer shell and inner shell made out of 1.6mm thick CRCA Sheet, double door with front openable with locking arrangement, provision of threaded earthing stud at buttom, inner cell be compartmentalised, front openable single door system lockable.Inner shell completely vermin proof and to accomodate incoming/outgoing MCCBs, MCBs, Motor starters and TPN aluminium bus and extension links.Copper bus bar of capacity 200A-03 Nos and 01 for neutral of capacity 100A duly insulated with colour coded heat shrinkable sleeve and shall be mounted on suitable size/ rating of eposy resin insulator all housed in suitable bus bar chamber.All control panel wiring shall be 4 sqmm multistranded copper conductor for power wiring between busbar to each incoming and outgoing MCCB/MCB with adequate size and shall be properly bunched/ tied, ferulled for proper identifiction and crimped with adequate size of lugs and provision and fixing of voltmeter, ammeter with built selector swith, CTs of suitable rating, led lamp all as specifed and directed with following (MCCB TPN 63 Amps,16 KA-01,MCB TPN 32 Amps,6 KA-03,MCB SPN 16 Amps,6 KA-01, motor starter) 5 Supply and laying of XLPE insulated,sheathed,armoured,heavy duty LT 1100 volts grade cable 70 Sqmm 3.5core with aluminium conductor laid in trenches/pipes, fixed topoles/walls with suitable saddle complete all as directed. 6 Supply and laying of XLPE insulated,sheathed,armoured,heavy duty LT 1100 volts grade cable 25 Sqmm 3.5core with aluminium conductor laid in trenches/pipes, fixed topoles/walls with suitable saddle complete all as directed. 7 Supply and laying of XLPE insulated,sheathed,armoured,heavy duty LT 1100 volts grade cable 10 Sqmm 4 core with aluminium conductor laid in trenches/pipes, fixed topoles/walls with suitable saddle complete all as directed. 8 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out 9 M&L River sand cushioning to underground cables 8cm thick before laying cable and 15cm thick after laying and streching the cable, complete all as specified and directed by Engr-in-Charge. Note :- For payment purpose punned thickness shall be measured 10 M/Lfor brickwell burntlocallyavailablesubclass B laid over sand cushioningtocableintrencheskeepingwidthofbrickparalleltothelengthofcable complete allasspecifiedanddirected. 11 Returing filling in incl spreading leveling, watering and well ramming in layer not less than 25 cum each layer all as specified. 12 Removing excavated material/ surplus soilnot exceeding 50 meters and depositing where directed at a level not exceeding1.5 meter above the starting point. 13 M&L Earthing complete with galvanized mild steel earth plate electrode size 600mm x 600mm x 6mm thick buried directly in ground (Preferably in vertical position) earth pit not less than 2.25 metre below normal ground level with top edge of the earth plate not less 1.5 metre below normal ground level connectedwith and including GI strip of size 32x 6 MM by means of bolts and nutscheck nut and washer of galvanized iron with & including PCC pit in PCC 1:2:4 type B-1, precast RCC cover 40mm thick reinforced with XPM (weight not less than 4.0Kg/Sqm) and frame of angle iron 25x25x3mm with lugs 2 Nos and with 6mm dia MS bar handle made to shape, excavation and earth work in any type of soil, 20mm bore “medium grade” galvanized iron water tubing fixed with cast iron funnel and wire mesh and 15mm bore “light grade” galvanized iron protection pipe for earth lead wire upto 7.5m length, charcoal, common salt, complete all as shown in EP No 3 of SSR 2009 Part-I, connected to test point, and testing on completion including taking down old unsv earthing, complete all as specified and directed.Note :- (i) RCC pit cover shall be pre cast of RCC (1:2::4) type B , 80 mm thick reinforcement with 8 mm TOR steel @ 100 c/c in lie if CI cover and the rate includes in the unit rate . (ii) Earth electrode shall be protected upto test point using necessary arrangement with suitable size GI pipe and the rate includes in the unit rate.(iii) Earth pit Cover shall be painted in Red paint over a primer and the rate included in the unit rate.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 7
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Delhi View Result →
40.
Housing Urban and Rular Development #10785510 Price Bid
Tender for erection of repair To Cti Building, Raja Garden, New Delhi. (Sh:- Miscellaneous Civil Work For Raising Day Function At Parade Ground).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Delhi View Result →
41.
Rural Development #10768820 Price Bid
Psm Tender Notice No.64 / 2021-2022 Providing Led And Fixing High Mast Light For Village Yeoti, Village Papari, Village Khandali, Village Deodi, Tal- Mohol , Supplying And Erecting Led Flood Light Fitting Of 120W, Including Lamp, With Pf > 0.95, Class Ip 65 And Above Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Extruded Alluminium Complete Per Specification No Fg-Odf ( 2-9-16 ) , Supplying, Erecting & Marking Dpmcb 6 A To 32 A B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No. Sw-Swr / Mcb ( 5-3-7 ) , Supplying & Erecting Crca Sheet Metal One Way Enclosures Suitable For D.P.M.C.B. / T.P. M.C.B. / F.P M.C.B. Complete Erected On Angle Iron / G.I. Frame. ( 5-4-23 ) , Supplying, Erecting & Marking Spmcb 6A To 32A, B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No.Wswr / Mcb ( 5-3-3 ) , Supplying And Erecting Two Pole Power Contactor 250V 12A For Time Switch Complete Erected On Wooden Block / Provided Box, With Necessary Materials. ( 4-4-2 ) , Supplying And Erecting Programmable Digital Almanac Timer Micro -Controller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respctively Automatically Having 4 Digit Led , Supplying And Erecting 9 M ( Clear Height ) Fixed Type High Mast ( Top 100 M , Bottom-200Mm ) With With Hexaponal / Roundbracke And Foundation Bolts Suitable For Max 4 Nos Flood Light Fixtures On Provided Foundation As Per Specification No. Oh / Plopl ( Excludingluminaties ) ( 8-3-8 ) , Providing & Casting Of M- 20 Grade Reinforced Cement Concrete ( Rcc ) Foundation Suitable For 9M & 10M Raising Lowering High Mast Considering The Safe Soil Bearing Capacity At Site As 10 T / Sq M At 1.5 M Depth Including Supply Of Steel, Concrete, Excavation And Fixing Provided Nut Bolts With The Help Of Template As Per Design In An Approved Manner. ( 16-3-9 ) , Supplying & Erecting Mains With 2X2.5 Sq.Mm F.R Copper Pvc Insulated Wire Laid In Provided Conduit / Trunking / Inside Pole / Bus Bars Or Any Other Places. As Per Specification No: Wg-Ma / Bw ( 1-3-5 ) , Supplying Pvc Insulated Pvc Round Sheathed 2.5 Sq.Mm ( 50 No. X 0.25 Mm Dia. ) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv ( 1-3-30 ) , Supplying, Erecting & Terminating Pvc Armoured Cable 2 Core 10 Sq Mm Aluminium Conductor With Continuous 5.48 Sq Mm ( 12 Swg ) G.I. Earth Wire Complete Erected With Glands & Lugs, On Wall / Trusses / Pole Or Laid In Provided Trench / Pipe As Per Specification No. Cb-Lt / Al ( 7-1-4 ) , Making Trench In Soft Soil Of Suitable Width And Depth As Per Is For Laying Provided L.T Cable Up To 25 Sq Mm Complete. As Per Specification No. Cw-Exn-Ctr ( 16-1-1 ) , Supplying And Laying ( Including Excavation ) 50 Mm Outside Dia. Double Wall Corrugated Pipes ( Dwc ) Of Hdpe For Enclosing Cable Below Ground / Road Surface, To Required Depth Complete. ( 7-6-11 ) , Supplying & Erecting G.I. Pipe ‘A’ Class 40 Mm Dia. Erected For Enclosing Pvc Armoured Cable On Wall / Pole As Per Specification No. Cbce ( 7-6-2 ) , Supplying And Erecting Gi Strip Of Required Size Used For Earthing On Wall And / Or Any Other Purpose With Necessary Gi Clamps Fixed On Wall Painted With Bituminous Paint In An Approved Manner With Joints Required. As Per Specification No Ea-Ep. ( 9-2-3 ) , Supplying And Erecting Iron, Sheet Metal Work Consisting Of Crca Sheets, Various Sections Of Iron, Plates, Chequered Plates, Rods, Bars, Ms Pipes, Etc. For Panel Board Or Any Other Purposes Complete With Bending, Cutting, Drilling And Welding Complete Erected At The Position With Necessary Materials Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamel Paint To Match The Switchgears Or As Per Directions By The Authority ( 6-1-19 ) , Providing Cement Concrete For Foundation Or For Concrete Filling In 1:3:6 Ratio With 20 To 25 Mm. Stone Metal Duly Plastered With Necessary Curing For Pole Muffing Or Any Other Purposes ( 16-3-6 ) , Providing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.L. Rod Complete With All Materials As Per Specification No. Ea-Ep ( 9 - 1-4 ) , Add 12% G.S.T.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
42.
Rural Development #10768635 Price Bid
Providing Led And Fixing High Mast Light For Shabbir Karmoddin Patelwasti, Tamdag Devi Mandir, Laxman Raut Wasti, Banacha Odha Ramesh Kuber Chourewasti, Mariaaiwale Wasti Near Durga Mata Mandir, Judgar And Shembadewasti At Penur , Tal- Mohol , Supplying And Erecting Led Flood Light Fitting Of 120W, Including Lamp, With Pf > 0.95, Class Ip 65 And Above Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Extruded Alluminium Complete Per Specification No Fg-Odf ( 2-9-16 ) , Supplying And Erecting Led Flood Light Fitting Of 90 To 100 W, Including Lamp, With Pf > 0.95, Class Ip 65 And Above Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Extruded Alluminium Complete Per Specification No Fg-Odf ( 2-5-15 ) , Supplying, Erecting & Marking Dpmcb 6 A To 32 A B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No. Sw-Swr / Mcb ( 5-3-7 ) , Supplying, Erecting & Marking Spmcb 6A To 32A, B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No.Wswr / Mcb ( 5-3-3 ) , Supplying And Erecting Two Pole Power Contactor 250V 12A For Time Switch Complete Erected On Wooden Block / Provided Box, With Necessary Materials. ( 4-4-2 ) , Supplying And Erecting Programmable Digital Almanac Timer Micro -Controller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respctively Automatically Having 4 Digit Led , Supplying And Erecting 9 M ( Clear Height ) Fixed Type High Mast ( Top 100 M , Bottom-200Mm ) With With Hexaponal / Roundbracke And Foundation Bolts Suitable For Max 4 Nos Flood Light Fixtures On Provided Foundation As Per Specification No. Oh / Plopl ( Excludingluminaties ) ( 8-3-8 ) , Providing & Casting Of M- 20 Grade Reinforced Cement Concrete ( Rcc ) Foundation Suitable For 9M & 10M Raising Lowering High Mast Considering The Safe Soil Bearing Capacity At Site As 10 T / Sq M At 1.5 M Depth Including Supply Of Steel, Concrete, Excavation And Fixing Provided Nut Bolts With The Help Of Template As Per Design In An Approved Manner. ( 16-3-9 ) , Supplying & Erecting Mains With 2X2.5 Sq.Mm F.R Copper Pvc Insulated Wire Laid In Provided Conduit / Trunking / Inside Pole / Bus Bars Or Any Other Places. As Per Specification No: Wg-Ma / Bw ( 1-3-5 ) , Supplying Pvc Insulated Pvc Round Sheathed 2.5 Sq.Mm ( 50 No. X 0.25 Mm Dia. ) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv ( 1-3-30 ) , Supplying Pvc Insulated Pvc Round Sheathed 1.5 Sq.Mm ( 50 No. X 0.25 Mm Dia. ) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv ( 1-3-28 ) , Supplying, Erecting & Terminating Pvc Armoured Cable 2 Core 10 Sq Mm Aluminium Conductor With Continuous 5.48 Sq Mm ( 12 Swg ) G.I. Earth Wire Complete Erected With Glands & Lugs, On Wall / Trusses / Pole Or Laid In Provided Trench / Pipe As Per Specification No. Cb-Lt / Al ( 7-1-4 ) , Supplying, Erecting & Terminating Pvc Armoured Cable 2 Core 6 Sq Mm Aluminium Conductor With Continuous 5.48 Sq Mm ( 12 Swg ) G.I. Earth Wire Complete Erected With Glands & Lugs, On Wall / Trusses / Pole Or Laid In Provided Trench / Pipe As Per Specification No. Cb-Lt / Al ( 7-1-5 ) , Making Trench In Soft Soil Of Suitable Width And Depth As Per Is For Laying Provided L.T Cable Up To 25 Sq Mm Complete. As Per Specification No. Cw-Exn-Ctr ( 16-1-1 ) , Supplying And Laying ( Including Excavation ) 50 Mm Outside Dia. Double Wall Corrugated Pipes ( Dwc ) Of Hdpe For Enclosing Cable Below Ground / Road Surface, To Required Depth Complete. ( 7-6-11 ) , Supplying & Erecting G.I. Pipe ‘A’ Class 40 Mm Dia. Erected For Enclosing Pvc Armoured Cable On Wall / Pole As Per Specification No. Cbce ( 7-6-2 ) , Supplying & Erecting G.I. Pipe ‘A’ Class 25 Mm Dia. Erected For Enclosing Pvc Armoured Cable On Wall / Pole As Per Specification No. Cbce ( 7-6-2 ) , Supplying And Erecting Gi Strip Of Required Size Used For Earthing On Wall And / Or Any Other Purpose With Necessary Gi Clamps Fixed On Wall Painted With Bituminous Paint In An Approved Manner With Joints Required. As Per Specification No Ea-Ep. ( 9-2-3 ) , Supplying And Erecting Iron, Sheet Metal Work Consisting Of Crca Sheets, Various Sections Of Iron, Plates, Chequered Plates, Rods, Bars, Ms Pipes, Etc. For Panel Board Or Any Other Purposes Complete With Bending, Cutting, Drilling And Welding Complete Erected At The Position With Necessary Materials Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamel Paint To Match The Switchgears Or As Per Directions By The Authority ( 6-1-19 ) , Providing Cement Concrete For Foundation Or For Concrete Filling In 1:3:6 Ratio With 20 To 25 Mm. Stone Metal Duly Plastered With Necessary Curing For Pole Muffing Or Any Other Purposes ( 16-3-6 ) , Providing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.L. Rod Complete With All Materials As Per Specification No. Ea-Ep ( 9 - 1-4 ) , Add 12% G.S.T.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
43.
Rural Development #10768610 Price Bid
Providing Led And Fixing High Mast Light In Diffrant Places At Shejbabhulgaon, Tal- Mohol , Supplying And Erecting Led Flood Light Fitting Of 70 To80w, Including Lamp, With Pf > 0.95, Class Ip 65 And Above Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Extruded Alluminium Complete Per Specification No Fg-Odf ( 2-5-14 ) , Supplying, Erecting & Marking Dpmcb 6 A To 32 A B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No. Sw-Swr / Mcb ( 5-3-7 ) , Supplying, Erecting & Marking Spmcb 6A To 32A, B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No.Wswr / Mcb ( 5-3-3 ) , Supplying And Erecting 9 M ( Clear Height ) Galvanised Octagonal Pole With Foundation Bolts Having Blottom Of 155 Mm A / F Top 70 Mm A / F On Provided Foundation As Per Specfication No Oh-Pl / Opl ( 8-3-16 ) , Providing & Casting Of M- 20 Grade Reinforced Cement Concrete ( Rcc ) Foundation Suitable For 9M & 10M Raising Lowering High Mast Considering The Safe Soil Bearing Capacity At Site As 10 T / Sq M At 1.5 M Depth Including Supply Of Steel, Concrete, Excavation And Fixing Provided Nut Bolts With The Help Of Template As Per Design In An Approved Manner. ( 16-3-9 ) , Supplying Pvc Insulated Pvc Round Sheathed 1.5 Sq.Mm ( 50 No. X 0.25 Mm Dia. ) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv ( 1-3-28 ) , Supplying, Erecting & Terminating Xlpe Armoured Cable 2 Core 4 Sq.Mmaluminium Conductor With Continuos 5.48 Sq.Mm ( 12 Swg ) G.I Earth Wire Complete Erected With Glands & Lugs On Wall / Trusses / Pole Or Laid In Provided Trench / Pipe As Per Specification No Cb -Lt / Al ( 7-1-4 ) , Supplying And Laying ( Including Excavation ) 50 Mm Outside Dia. Double Wall Corrugated Pipes ( Dwc ) Of Hdpe For Enclosing Cable Below Ground / Road Surface, To Required Depth Complete. ( 7-6-11 ) , Supplying & Erecting G.I. Pipe ‘A’ Class 25 Mm Dia. Erected For Enclosing Pvc Armoured Cable On Wall / Pole As Per Specification No. Cbce ( 7-6-2 ) , Supplying And Erecting Gi Strip Of Required Size Used For Earthing On Wall And / Or Any Other Purpose With Necessary Gi Clamps Fixed On Wall Painted With Bituminous Paint In An Approved Manner With Joints Required. As Per Specification No Ea-Ep. ( 9-2-3 ) , Supplying And Erecting Iron, Sheet Metal Work Consisting Of Crca Sheets, Various Sections Of Iron, Plates, Chequered Plates, Rods, Bars, Ms Pipes, Etc. For Panel Board Or Any Other Purposes Complete With Bending, Cutting, Drilling And Welding Complete Erected At The Position With Necessary Materials Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamel Paint To Match The Switchgears Or As Per Directions By The Authority ( 6-1-19 ) , Providing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.L. Rod Complete With All Materials As Per Specification No. Ea-Ep ( 9 - 1-4 ) , Add 12% G.S.T.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
44.
Rural Development #10768580 Price Bid
Providing Led And Fixing High Mast Light In Shahu Mali Baradiwasti, Dinkar Dadhewasti At Wafale, Tal- Mohol , Supplying And Erecting Led Flood Light Fitting Of 120W, Including Lamp, With Pf > 0.95, Class Ip 65 And Above Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Extruded Alluminium Complete Per Specification No Fg-Odf ( 2-9-16 ) , Supplying, Erecting & Marking Dpmcb 6 A To 32 A B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No. Sw-Swr / Mcb ( 5-3-7 ) , Supplying, Erecting & Marking Spmcb 6A To 32A, B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No.Wswr / Mcb ( 5-3-3 ) , Supplying And Erecting Two Pole Power Contactor 250V 12A For Time Switch Complete Erected On Wooden Block / Provided Box, With Necessary Materials. ( 4-4-2 ) , Supplying And Erecting Programmable Digital Almanac Timer Micro -Controller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respctively Automatically Having 4 Digit Led , Supplying And Erecting 9 M ( Clear Height ) Fixed Type High Mast ( Top 100 M , Bottom-200Mm ) With With Hexaponal / Roundbracke And Foundation Bolts Suitable For Max 4 Nos Flood Light Fixtures On Provided Foundation As Per Specification No. Oh / Plopl ( Excludingluminaties ) ( 8-3-8 ) , Providing & Casting Of M- 20 Grade Reinforced Cement Concrete ( Rcc ) Foundation Suitable For 9M & 10M Raising Lowering High Mast Considering The Safe Soil Bearing Capacity At Site As 10 T / Sq M At 1.5 M Depth Including Supply Of Steel, Concrete, Excavation And Fixing Provided Nut Bolts With The Help Of Template As Per Design In An Approved Manner. ( 16-3-9 ) , Supplying & Erecting Mains With 2X2.5 Sq.Mm F.R Copper Pvc Insulated Wire Laid In Provided Conduit / Trunking / Inside Pole / Bus Bars Or Any Other Places. As Per Specification No: Wg-Ma / Bw ( 1-3-5 ) , Supplying Pvc Insulated Pvc Round Sheathed 2.5 Sq.Mm ( 50 No. X 0.25 Mm Dia. ) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv ( 1-3-30 ) , Supplying, Erecting & Terminating Pvc Armoured Cable 2 Core 10 Sq Mm Aluminium Conductor With Continuous 5.48 Sq Mm ( 12 Swg ) G.I. Earth Wire Complete Erected With Glands & Lugs, On Wall / Trusses / Pole Or Laid In Provided Trench / Pipe As Per Specification No. Cb-Lt / Al ( 7-1-4 ) , Making Trench In Soft Soil Of Suitable Width And Depth As Per Is For Laying Provided L.T Cable Up To 25 Sq Mm Complete. As Per Specification No. Cw-Exn-Ctr ( 16-1-1 ) , Supplying And Laying ( Including Excavation ) 50 Mm Outside Dia. Double Wall Corrugated Pipes ( Dwc ) Of Hdpe For Enclosing Cable Below Ground / Road Surface, To Required Depth Complete. ( 7-6-11 ) , Supplying & Erecting G.I. Pipe ‘A’ Class 40 Mm Dia. Erected For Enclosing Pvc Armoured Cable On Wall / Pole As Per Specification No. Cbce ( 7-6-2 ) , Supplying And Erecting Gi Strip Of Required Size Used For Earthing On Wall And / Or Any Other Purpose With Necessary Gi Clamps Fixed On Wall Painted With Bituminous Paint In An Approved Manner With Joints Required. As Per Specification No Ea-Ep. ( 9-2-3 ) , Supplying And Erecting Iron, Sheet Metal Work Consisting Of Crca Sheets, Various Sections Of Iron, Plates, Chequered Plates, Rods, Bars, Ms Pipes, Etc. For Panel Board Or Any Other Purposes Complete With Bending, Cutting, Drilling And Welding Complete Erected At The Position With Necessary Materials Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamel Paint To Match The Switchgears Or As Per Directions By The Authority ( 6-1-19 ) , Providing Cement Concrete For Foundation Or For Concrete Filling In 1:3:6 Ratio With 20 To 25 Mm. Stone Metal Duly Plastered With Necessary Curing For Pole Muffing Or Any Other Purposes ( 16-3-6 ) , Providing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.L. Rod Complete With All Materials As Per Specification No. Ea-Ep ( 9 - 1-4 ) , Add 12% G.S.T.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
45.
Power #10760213 Price Bid
Modification/Height Raising Of 220Kv D/C Panki-Fatehpur And 132Kv Dc Naubasta-Mskp And Naubasta-Dada Nagar Transmission Line For Metro Rail At Kanpur, Under Etd-Ii Kanpur. , Part-A , Supply , 220Kv Special Type Mono Pole Tower(30-60)(Bottom Cross Arm Height-34 Mtr.) Complete In All Respect.(Note:- Monopole Has To Be Supplied Within 3 Months From The Date Of Loi) , Tower Accessories , Number Plate , Danger Plate , Phase Plate In Set Of Red,Blue & Yellow , Circuit Plate (Set Of Two) , Providing Of Pipe Type Earthing Equipment Set Consisting Of 32Mm Dia 3050Mm Long Heavy Duty Perforated C Class G.I Pipe 50Mmx6mm Size 4750Mm Long Galvanised Steel Flat And 2 No. 12Mmx40mm G.I Bolts With Nuts & Washers Etc. As Per Technical Specification. , Conductor Accessories For Acsr Zebra , Vibration Dampers , Mid Span Compression Joint , Repair Sleeves , Hardware Fittings For Zebra Conductor , Single Tension Fitting , Double Tension Fitting , 160Kn, 220Kv Polymer Insulator , 24 Fibre Opgw Accessories , 24 Fiber (Dwsm) Opgw Fiber Optical Cable , Joint Box , Supply And Installation Of Hardware Set For 24Fibre Opgw , Schedule Of Erection , Detailed Survey Including Preparation Of Final Tower Schedule Of Route. Marking Of Location As Required For Diversion Work. , Check Survey & Final Peg Marking As Required For Diversion Work. , Soil Investigation Test (All Kind Of Soil) , Design Of 220Kv Special Type Mono Pole Tower(30-60)(Bottom Cross Arm Height-34 Mtr.) Lncluding Anchor Bolts, Anchor Plates, Nuts, Bolts, Washers & Ladder Etc. And All Other Accessories To Complete In All Respect. , Excavation Of Foundation Of 220 Kv Special Mono Pole Tower (30-60) (34 Mtrs. Bottom Cross Arms)Including All Earth Work, Back Filling. Ramming And Levelling Etc. Including Cost Or Borrowed Earth (If Required) And Also Setting Of Shuttering For Beware Collapsing Of Near About House, Setting Of Anchor Bolts And Including Foundation Concreting With M- 20/25 Grade Concrete For All Types Mono Pole Foundations Including Cost Of Cement, Sand, Stone, Ballast Forming Curing. Shorting Shuttering But Excluding Cost Of Reinforcement Steel Bars. , Complete Erection Of 220 Kv Special Mono Pole Tower (30-60) (34 Mtrs. Bottom Cross Arms) Having All Three Phases I.E. R, Y & B With The Help Of Hydraulic Crane Of Suitable Capacity (Crane Including Soil Dressing. Soil Ramming. Dismantling Of Wall And Transportations.(Note:- Monopole Erection Should Be Completed Within 02 Days From The Date Of Shutdown) , Carriage Of New Material Such As Conductor, Hardware, Tower Parts Etc. From Store To Site. , Tack Weldingup Toiind Section Of Narrow Base D/C Tower. , Anchoring Of Section Towers By Providing Stay On Cross Arms Of Section Towers Before Removal Of Old Conductors Including Siutable Fixing Of Stay Rod By Naking Cc Foundations And Removal There Of After Completion Of Work ( One Job Per Arm) , Laying Stringing Tensioningclamping Jointing Etc. Complete With Acsr Zebra Conductor For D/C Line (All 06 Conductor) Including Hosting Of Insulators, Fittingof All Required Hardware & Accessories Etc.(Note:- Stringing Of Conductor Should Be Completed Within 02 Days From The Date Of Completion Of Erection) , Laying Stringing , Tensioning , Clamping Jointing Etc. Complete With Opgw.(Note:- Stringing Of Opgwshould Be Completed Within 02 Days From The Date Of Completion Of Erection) , Splicing & Installation Of Joint Box (24 Fibre) , Earthing Of Tower With Pipe Type Earthing Incuding By Putting The G.I Pipe At Least 600Mm Below Ground Level And At Least 3650Mm Away From The Tower Itself And Connecting The G.I Strip Of The Pipe With Bolt Holes In The Leg Members Joining The Bottom Most Bracing Of The Tower By Making About 300Mm Dia ,3750Mm Deep Pit At A Distance Of Not Less Than 3650Mm Away From The Stubs And Finally Filling The Pit With Finally Broken Coke Having The Granules Sizes Not More Than 25Mm And Salt In Such A Way That Minimum Cover Of 125Mm Thick Salt Mixed Coke Shall Be Maintained Around The Pipe On All Sides And The Top Edge Of The Pipe And G.I Strip Shall Be At Least 600Mm Below The Ground Level, Complete In All Respect As Per Technoical Specifications, With All Cost Of Men , Materials, Misc., Consumables, T&Ps Etc Required For The Job Including The Pipe Type Earthing Set (02 No. For Each Tower To Be Earthed). , Destringing Of Opgw Including All Accessories. , Dismantling Of Old 220Kv Towers.(Note: The Tower Parts Will Have To Be Dismantled With Utmost Care So That These Tower Parts Are Not Damaged And Can Be Reused) , Dismantling Of Acsr Deer Conductor Of Both Circuits Including Fittings. Armour Rod , Vibration Damper Insulator String Etc. And Attending Blockage Of Nh For Destringing With Extra Man Power. , Safe Loading Transportation. Unloading And Stacking Of Dismantled Tower Structure, Conductor, Opgw Etc. From Workplace To Naubasta Store. (Distance- 01Km Approx.) , Providing Barricades For Avoiding Any Accident During Excavation Of Soils. , Hot Line Stringing Between The Towers (Nbdd+18And 220 Kv Special Mono Pole Tower (30-60) (34 Mtrs. Bottom Cross Arms)) Crossing Of Thenational Highway(Nh-86/Nh-34) Includes Laying, Tensioning, Stringing, Clamping, Jointing Etc. Complete With Acsr Zebra Of All Phases Of Both Circuits Including Hoisting Of Insulator Fittings Of All Neccessory Hardware And Accessories Etc.(Note: No Traffic Block Of Nh Will Be Arranged To Complete The Work) , Part-B , Supply , 132Kv Special Type Mono Pole Tower(0-15)(Bottom Cross Arm Height-17 Mtr.) Complete In All Respect.(Note:- Monopole Has To Be Supplied Within 3 Months From The Date Of Loi) , 132Kv Special Type Mono Pole Tower(30-60)(Bottom Cross Arm Height-32 Mtr.) Complete In All Respect.(Note:- Monopole Has To Be Supplied Within 3 Months From The Date Of Loi) , Tower Accessories , Number Plate , Danger Plate , Phase Plate In Set Of Red,Blue& Yellow , Circuit Plate (Set Of Two) , Providing Of Pipe Type Earthing Equipment Set Consisting Of 32Mm Dia 3050Mm Long Heavy Duty Perforated C Class G.I Pipe 50Mmx6mm Size 4750Mm Long Galvanised Steel Flat And 2 No. 12Mmx40mm G.I Bolts With Nuts & Washers Etc. As Per Technical Specification. , Conductor Accessories For Panther , Vibration Dampers , Mid Span Compression Joint , Repair Sleeves , Hardware Fittings For Panther Conductor , Single Tension Fitting , Double Tension Fitting , 120Kn, 132Kv Polymer Insulator , Hardware Andaccessories For Gs Earthwire 7/3.25Mm , Tension Clamp , Vibration Dampers , Mid Span Compression Joint , Copper Bond , Schedule Of Erection , Detailed Survey Including Preparation Of Final Tower Schedule Of Route. Marking Of Location As Required For Diversion Work. , Check Survey & Final Peg Marking As Required For Diversion Work. , Soil Investigation Test (All Kind Of Soil) , Design Of 132 Kv D/C Special Monopole Type Towers Lncluding Anchor Bolts, Anchor Plates, Nuts, Bolts, Washers & Ladder Etc. And All Other Accessories To Complete In All Respect. , Excavation Of Foundation Of 132 Kv D/C Special Monopole Type Towers Including All Earth Work, Back Filling. Ramming And Levelling Etc. Including Cost Or Borrowed Earth (If Required) And Also Setting Of Shuttering For Beware Collapsing Of Near About House, Setting Of Anchor Bolts And Including Foundation Concreting With M- 20/25 Grade Concrete For All Types Mono Pole Foundations Including Cost Of Cement, Sand, Stone, Ballast Forming Curing. Shorting Shuttering But Excluding Cost Of Reinforcement Steel Bars. , 132Kv Special Type Mono Pole Tower(0-15)(Bottom Cross Arm Height-17 Mtr.) Complete In All Respect. , 132Kv Special Type Mono Pole Tower(30-60)(Bottom Cross Arm Height-32 Mtr.) , Carriage Of New Material Such As Conductor, Hardware, Tower Parts Etc. From Store To Site , Complete Erection Of 132 Kv Special Monopole Type Towers Having All Three Phases I.E. R, Y & B With The Help Of Hydraulic Crane Of Suitable Capacity (Crane Including Soil Dressing. Soil Ramming. Dismantling Of Wall And Transportations Of: (Note-Erection Of Monopoles Has To Be Completed With In 02 Days From The Date Of Shutdown) , Special Mono Pole Tower (0-15) (17 Mtrs. Bottom Cross Arms) Complete In All Respect , Special Mono Pole Tower (30-60) (32 Mtrs. Bottom Cross Arms) Complete In All Respect , Tack Weldingup Toiind Section Of Narrow Base D/Ctowers. , Anchoring Of Section Towers By Providing Stay On Cross Arms Of Section Tower Before Removal Of Old Conductors Including Suitable Fixing Of Stay Rod By Making C.C Foundations And Removal Thereof After Completion Of Works (01 Job Per Cross Arm) , Laying Stringing Tensioningclamping Jointing Etc. Complete With Acsr Panther Conductor For D/C Line (All 06 Conductor) Including Hosting Of Insulators, Fittingof All Required Hardware & Accessories Etc.(Note-Conductor Stringing Has To Be Completed With In 02 Days After Completion Of Tower Erection) , Laying Stringing , Tensioning , Clamping Jointing Etc. Complete With Earthwire(Note-Earthwire Stringing Has To Be Completed With In 02 Days After Completion Of Tower Erection) , Earthing Of Tower With Pipe Type Earthing Incuding By Putting The Gi Pipe At Least 600Mm Below Ground Level And At Least 3650Mm Away From The Tower Itself And Connecting The G.I Strip Of The Pipe With Bolt Holes In The Leg Members Joining The Bottom Most Bracing Of The Tower By Making About 300Mm Dia ,3750Mm Deep Pit At A Distance Of Not Less Than 3650Mm Away From The Stubs And Finally Filling The Pit With Finally Broken Coke Having The Granules Sizes Not More Than 25Mm And Salt In Such A Way That Minimum Cover Of 125Mm Thick Salt Mixed Coke Shall Be Maintained Around The Pipe On All Sides And The Top Edge Of The Pipe And G.I Strip Shall Be At Least 600Mm Below The Ground Level, Complete In All Respect As Per Technoical Specifications, With All Cost Of Men , Materials, Mis., Consumables, T&Ps Etc Required For The Job Including The Pipe Type Earthing Set (02 No. For Each Tower To Be Earthed). , Destringing Of Earthwire Including All Accessories. , Dismantling Of Old 132Kv Towers.(Note: The Tower Parts Will Have To Be Dismantled With Utmost Care So That These Tower Parts Are Not Damaged And Can Be Reused) , Dismantling Of Acsr Panther Conductor All Three Phase Including Fittings. Armourrod , Vibration Damper Insulator String Etc. And Attending Blockage Of Nh For Destringing With Extra Man Power. , Safe Loading Transportation, Unloading And Stacking Of Dismantled Tower Structure Conductor Earthwire Etc. From Workplace To Mskp Store. (Approx. Distance 05Km) , Providing Barricades For Avoiding Any Accident During Excavation Of Soils. , Hot Line Stringing Between The Towers (Nbdd+18And 132 Kv Special Mono Pole Tower (30-60) (32 Mtrs. Bottom Cross Arms)) Crossing Of Thenational Highway(Nh-86/Nh-34) Includes Laying, Tensioning, Stringing, Clamping, Jointing Etc. Complete With Acsr Panther Of All Phases Of Both Circuits Including Hoisting Of Insulator Fittings Of All Neccessory Hardware And Accessories Etc.(Note: No Traffic Block Of Nh Will Be Arranged To Complete The Work) , Hot Line Stringing Between The Towers (Nbdd+18And 220 Kv Special Mono Pole Tower (30-60) (34 Mtrs. Bottom Cross Arms)) Crossing Of Thenational Highway(Nh-86/Nh-34) Includes Laying, Tensioning, Stringing, Clamping, Jointing Etc. Complete With Acsr Zebra Of All Phases Of Both Circuits Including Hoisting Of Insulator Fittings Of All Neccessory Hardware And Accessories Etc.(Note: No Traffic Block Of Nh Will Be Arranged To Complete The Work)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
46.
Public Administrative Department #10758027 Price Bid
Tender For Civil Work-Imp Dev Of Lane From H.No. 786 To H.No. 873 By Pdg. Rmc In Mukherjee Nagar Ward No. 13/Clz., Dsr Dar Civil-2018 And Approved Items; 1 CIVIL WORK 2 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 3 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar 4 6.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 5 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) 6 13.18:Neat cement punning 7 12.23.1.1:Providing sand stone slab for roofing and laying them in cement mortar 1:4 ( 1 cement : 4 coarse sand) over wooden karries or RCC battens or structural steel sections ( Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 ( 1 cement : 3 fine sand ) complete:Red sand stone salb40 to 50 mm thick 8 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 9 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 10 19.19.4.1:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality.EHD - 35Circular shape 560 mm internal dia 11 19.26.4:Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 12 16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc.complete as per direction of Engineer-in- Charge. 13 16.75:Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 14 5.28:Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. 15 110.12:P/F precast R.C.C. stab/grating 70mm thick manufactured with CC 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) reinforced with 96 kg/m3 of R.C.C including lapping all four side with M.S. sheet 1.6 mm thick & fixing in position complete. (Drain covers with or without holes) 16 110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge 17 1.1.1_08:Disposal of materials by mechanical transportincluding loading ,unloading and stacking lime ,moorum, buildingrubbish for lead 8 km
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 7
Delhi View Result →
47.
Public Administrative Department #10758022 AOC
Tender For Civil Work-Imp Dev Of Lane From H.No. 5/1 To H.No. 5/10 By Pdg. Rmc In Indira Vikas Colony Ward No. 13 Mukherjee Nagar/Clz., Dsr Dar Civil-2018 And Approved Items; 1 CIVIL WORK 2 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 3 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar 4 6.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 5 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) 6 13.18:Neat cement punning 7 12.23.1.1:Providing sand stone slab for roofing and laying them in cement mortar 1:4 ( 1 cement : 4 coarse sand) over wooden karries or RCC battens or structural steel sections ( Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 ( 1 cement : 3 fine sand ) complete:Red sand stone salb40 to 50 mm thick 8 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 9 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 10 19.19.4.1:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality.EHD - 35Circular shape 560 mm internal dia 11 19.26.4:Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 12 16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc.complete as per direction of Engineer-in- Charge. 13 16.75:Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 14 5.28:Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. 15 110.12:P/F precast R.C.C. stab/grating 70mm thick manufactured with CC 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) reinforced with 96 kg/m3 of R.C.C including lapping all four side with M.S. sheet 1.6 mm thick & fixing in position complete. (Drain covers with or without holes) 16 110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge 17 1.1.1_08:Disposal of materials by mechanical transportincluding loading ,unloading and stacking lime ,moorum, buildingrubbish for lead 8 km
Contract Date: May 09, 2025 Contract Value : ₹ 6.93 Lakh
Local Bodies No of Bidders 6
Delhi View Result →
48.
Water Resources and Irrigation #10756888 Price Bid
Repair / Renovation Of Cremation Ground And Raising Of Boundary Wall And Its Approach Road In Village Ghummanhera In Matiala Assembly Constituency Ac-34.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 11
Delhi View Result →
49.
Rural Development #10755715 Price Bid
Etender/Ffc/Et/04/2020-21 Etender/Ffc/Et/04/2020-21 , Item No 1 Supplying And Erecting Led Flood Light Fitting Of 120 W Including Lamp With P F > 0.95 Class I P 65 And Above Class I P 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Extruded Alluminium Complete Per Specification. No Fg- Odf/Fls-2 (2-5-15) , Item No 2 Supplying Erecting & Marking Dpmcb 6A To 32 Ab Series (For Lighting ) In Provided Distribtion Board As Per Specification. Swswr-Mcb (5-3-7) , Item No 3 Supplying Erecting &Marking Spmcb6ato 32 A B Series (For Lighting ) In Provided Distribution Board As Per Sprcification No Sw-Swr/Mcb (5-3-3) , Item No 4 Supplying Erecting Two Poles Power Contactor 250 V 12 A For Time Switch Complete Erected On Wooden Block / Provided Box With Necessary Materials (4-4-2) , Item No 5 Supplying And Erecting Programmable Digital Almanac Timer Micro Controller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respectively Automatically Having 4 Digit Led Continuous Time Display, Relay Output 230V / 10 A With 10 Hrs Battery Backup And Manual Over Drive Facility Capable To Drive Different Capacity Contactors Timer Erected In Ms Box In An Approved Manner (4-4-6) , Item No 6 Supply And Erecting 9 M (Clear Height ) Fixed Type High Mast( Top 100 Mm Bottom 200 Mm ) With Hexagonal /Round Bracket And Founation Bolts Suitable For Max 4 Nos Floodlight Fixtures On Provided Foundation As Per Specification No Oh -Pl /Opl (Excluding Luminaries ) ( 8-3-8) , Item No7 Providing & Casting M-20 Cement Concrete Foundation Suitable For 9& 10 M Raising Lowering High Mast Considering The Safe Soil Bearing Capacity At Site As 10 T/Sqm At 2 M Depth Including Excavation And Fixing Provided Nut Bolts With The Help Of Templetes As Per Design In An Approved Manner (16-3-9) , Item No 8 Supplying & Erecting Mains With 2X2.5 Sq.Mm F.R. Copper Pvc Insulated Wire Laid In Provided Conduct /Trunking / Inside Pole / Bus Bars Or Any Other Places As Per Specification No Wg -Ma/Bw (1-3-5) , Item No 9 Supplying P V C Insulated P V C Round Sheathed 2.5 Sq .Mm ( 50Nox0.25 Mm Dia ) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv (1-3-28) , Item No 10 Supplying Erecting & Terminating P V C Armoured Cable 2 Core 6 Sq.Mm Aluminium Conductor With Continuous 5.48 Sq.Mm ( 12 Swg) G I Earth Wire Complete Erected With Glands & Lugs On Wall / Trusses / Pole Or Laid In Provided Trench / Pipe As Per Specification No Cb -Lt / Al (7-1-5) , Item No 11 Supplying And Laying ( Including Excavation ) 50 Mm Outside Dia Double Wall Corrugated Pipes ( Dwc) Of Hdpe For Enclosing Cable Below Ground / Road Surface To The Required Depth Complete (7-6-9) , Item No 12 Supplying & Erecting G I Pipe A Class 40 Mm Dia Erected For Enclosing P V C Armoured Cable On Wall / Pole As Per Specification No Cw- Plb /Gp Para4.2.1 & 4.2.2 ( Chapter 17.5) (7-6-1) , Item No 13 Supplying And Erecting G I Strip Of Required Size Used For Earthing On Wall And / Or Any Other Purpose With Necessary G I Clamps Fixed On Wall Painted With Bituminous Paint In An Approved Manner With Joint Required As Per Specification No ( Ea -Ep) (9-2-3) , Supplying And Erecting Iron Steet Metal Work Consisting Of Crca Sheet Various Sections Of Iron Plates Chequered Plates Rods Bars M S Pipes Etc For Panel Board Or Anyother Purposes Complete With Bending Cutting Drilling And Welding Complete Erected At The Position With Necessary Materials Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamel Paint To Match The Switchgears Or As Per Directions By The Authority (6-1-19) , Providing Cement Concrete For Foundation Or For Concrete Filling In 1:3:6 Ratio With 20 To 25 Mm Stone Metal Duly Plastered With Necessary Curing For Pole Muffing Or Any Other Purposes (16-3-6) , Providing Pipe Type Earthing With 40 Mm Dia G I Pipe Or 20 Mm Dia G I Rod Complete With All Materials As Per Specification No Ea -Ep (9-1-4) , Supplying And Erecting Led Street Light Fitting Suitable Above 26W To 36W Lamp, Including Lamp, With Pf >0.95 Class Ip 65 And Above Housiing Of Pressure Die Cast Aluminium Alloy And Heat Sinnk Extruded Aluminium Complete As Per Specification No Fg-Odf/Fls2. (2-5-3) , Supplying An Erecting Street Light Bracket Made From 25 Mm. Dia B Class G.I.. Pipe, 0.6 M In Length Along With Pole Cap Of 300Mm Length And 80Mm Dia Duly Welded With Provided Leads As Per Specification No. Fg-Bkt/Bpc (2-9-1) , Supplying And Erecting Iron Steet Metal Work Consisting Of Crca Sheet Various Sections Of Iron Plates Chequered Plates Rods Bars M S Pipes Etc For Panel Board Or Anyother Purposes Complete With Bending Cutting Drilling And Welding Complete Erected At The Position With Necessary Materials Duly Painted With One Coat Of Red Oxide And Coats Of Enamel Paint To Match The Switchgears Or As Per Directions By The Authority (6-1-19) , Supplying And Erecting Mains With 2X2.25 Sq.Mm F.R Copper Pvc Insulated Wire Laid In Provided Condult/Trunking/Inside Pole/Bus Bars Or Any Other Places. As Per Specification No: Wg-Ma/Bw (1-3-3) , Add 12 % Gst
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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50.
Rural Development #10755007 Price Bid
Providing Led And Fixing High Mast Light For Sawant Galli Ganpati Katta And Dhangar Galli Biroba Mandir At Chincholikati, Tal- Mohol , Supplying And Erecting Led Flood Light Fitting Of 120W, Including Lamp, With Pf > 0.95, Class Ip 65 And Above Class Ip 65 And Above Housing Of Pressure Die Cast Alluminium Alloy And Heat Sink Extruded Alluminium Complete Per Specification No Fg-Odf ( 2-9-16 ) , Supplying, Erecting & Marking Dpmcb 6 A To 32 A B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No. Sw-Swr / Mcb ( 5-3-7 ) , Supplying & Erecting Crca Sheet Metal One Way Enclosures Suitable For D.P.M.C.B. / T.P. M.C.B. / F.P M.C.B. Complete Erected On Angle Iron / G.I. Frame. ( 5-4-23 ) , Supplying, Erecting & Marking Spmcb 6A To 32A, B- Series ( For Lighting ) In Provided Distribution Board As Per Specification No.Wswr / Mcb ( 5-3-3 ) , Supplying And Erecting Two Pole Power Contactor 250V 12A For Time Switch Complete Erected On Wooden Block / Provided Box, With Necessary Materials. ( 4-4-2 ) , Supplying And Erecting Programmable Digital Almanac Timer Micro -Controller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respctively Automatically Having 4 Digit Led , Supplying And Erecting 9 M ( Clear Height ) Fixed Type High Mast ( Top 100 M , Bottom-200Mm ) With With Hexaponal / Roundbracke And Foundation Bolts Suitable For Max 4 Nos Flood Light Fixtures On Provided Foundation As Per Specification No. Oh / Plopl ( Excludingluminaties ) ( 8-3-8 ) , Providing & Casting Of M- 20 Grade Reinforced Cement Concrete ( Rcc ) Foundation Suitable For 9M & 10M Raising Lowering High Mast Considering The Safe Soil Bearing Capacity At Site As 10 T / Sq M At 1.5 M Depth Including Supply Of Steel, Concrete, Excavation And Fixing Provided Nut Bolts With The Help Of Template As Per Design In An Approved Manner. ( 16-3-9 ) , Supplying & Erecting Mains With 2X2.5 Sq.Mm F.R Copper Pvc Insulated Wire Laid In Provided Conduit / Trunking / Inside Pole / Bus Bars Or Any Other Places. As Per Specification No: Wg-Ma / Bw ( 1-3-5 ) , Supplying Pvc Insulated Pvc Round Sheathed 2.5 Sq.Mm ( 50 No. X 0.25 Mm Dia. ) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv ( 1-3-30 ) , Supplying, Erecting & Terminating Pvc Armoured Cable 2 Core 10 Sq Mm Aluminium Conductor With Continuous 5.48 Sq Mm ( 12 Swg ) G.I. Earth Wire Complete Erected With Glands & Lugs, On Wall / Trusses / Pole Or Laid In Provided Trench / Pipe As Per Specification No. Cb-Lt / Al ( 7-1-4 ) , Making Trench In Soft Soil Of Suitable Width And Depth As Per Is For Laying Provided L.T Cable Up To 25 Sq Mm Complete. As Per Specification No. Cw-Exn-Ctr ( 16-1-1 ) , Supplying And Laying ( Including Excavation ) 50 Mm Outside Dia. Double Wall Corrugated Pipes ( Dwc ) Of Hdpe For Enclosing Cable Below Ground / Road Surface, To Required Depth Complete. ( 7-6-11 ) , Supplying & Erecting G.I. Pipe ‘A’ Class 40 Mm Dia. Erected For Enclosing Pvc Armoured Cable On Wall / Pole As Per Specification No. Cbce ( 7-6-2 ) , Supplying And Erecting Gi Strip Of Required Size Used For Earthing On Wall And / Or Any Other Purpose With Necessary Gi Clamps Fixed On Wall Painted With Bituminous Paint In An Approved Manner With Joints Required. As Per Specification No Ea-Ep. ( 9-2-3 ) , Supplying And Erecting Iron, Sheet Metal Work Consisting Of Crca Sheets, Various Sections Of Iron, Plates, Chequered Plates, Rods, Bars, Ms Pipes, Etc. For Panel Board Or Any Other Purposes Complete With Bending, Cutting, Drilling And Welding Complete Erected At The Position With Necessary Materials Duly Painted With One Coat Of Red Oxide And Two Coats Of Enamel Paint To Match The Switchgears Or As Per Directions By The Authority ( 6-1-19 ) , Providing Cement Concrete For Foundation Or For Concrete Filling In 1:3:6 Ratio With 20 To 25 Mm. Stone Metal Duly Plastered With Necessary Curing For Pole Muffing Or Any Other Purposes ( 16-3-6 ) , Providing Pipe Type Earthing With 40Mm. Dia. G.L. Pipe Or 20 Mm Dia. G.L. Rod Complete With All Materials As Per Specification No. Ea-Ep ( 9 - 1-4 ) , Add 12% G.S.T.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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