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No. Tenders ID & Tenders Brief
1 Tenders: 23417001 Various Work At Mokshdham W.No. 41..(1 Earth Work In Excavation In Foundation, Trenches Etc. Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Material, Refilling After Laying Pipe/ Foundation And Disposal Of Surplus Excavated Material At A Lead Upto 50M Suitable Site As Per Direction Of Engineer For Following Depths, Below Natural Ground / Road Top Level. In All Types Soils/ Saturated Soil Such As Moorum, Sand, Sandy Silt, Clay, Black Cotton Soil, Kankar, Etc. 37.553 Cum 164.00 6158.69 Inr Six Thousand One Hundred And Fifty Eight And Paise Sixty Nine Only 2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering All Work Upto Plinth Level : 1:5:10 (1 Cement : 5 Fine/ Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) 45.264 Cum 3120.00 141223.68 Inr One Lakh Forty One Thousand Two Hundred And Twenty Three And Paise Sixty Eight Only 3 Filling With Locally Available River Sand At All Levels Including Watering Ramming Consolidating And Dressing Complete Including Cost Of Sand. 11.946 Cum 581.00 6940.63 Inr Six Thousand Nine Hundred And Forty And Paise Sixty Three Only 4 Random Rubble Masonry With Hard Stone In Foundation And Plinth : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 14.982 Cum 3190.00 47792.58 Inr Forty Seven Thousand Seven Hundred And Ninety Two And Paise Fifty Eight Only 5 Random Rubble Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Two Stories. : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 34.200 Cum 3812.00 130370.40 Inr One Lakh Thirty Thousand Three Hundred And Seventy And Paise Forty Only 6 Half Brick Masonry With Fps Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Two Stories.Cement Mortar 1:4 (1 Cement :4 Coarse Sand) 170.220 Sqm 528.00 89876.16 Inr Eighty Nine Thousand Eight Hundred And Seventy Six And Paise Sixteen Only 7 Brick Work With Fps Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Two Stories In All Shapes And Sizes In :And Sizes In : Cement Mortar 1:4 (1 Cement : 4 Coarse Sand). 29.987 Cum 4500.00 134941.50 Inr One Lakh Thirty Four Thousand Nine Hundred And Forty One And Paise Fifty Only 8 Centring And Shuttering With Plywood Or Steel Sheet Upto Two Stories Or Height Upto 7.5 Metre Above Plinth Level Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 55.800 Sqm 269.00 15010.20 Inr Fifteen Thousand Andten And Paise Twenty Only 9 Centring And Shuttering With Plywood Or Steel Sheet Upto Two Stories Or Height Upto 7.5 Metre Above Plinth Level Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform. 98.400 Sqm 287.00 28240.80 Inr Twenty Eight Thousand Two Hundred And Forty And Paise Eighty Only 10 Reinforcement For R.C.C. Work At All Levels Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete.Hot Rolled Deformed Bars 2830.800 Kg. 51.50 145786.20 Inr One Lakh Forty Five Thousand Seven Hundred And Eighty Six And Paise Twenty Only 11 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Two Stories Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement:M 20 Grade Concrete (1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) As Per Design Mix) 28.308 Sqm 5530.00 156543.24 Inr One Lakh Fifty Six Thousand Five Hundred And Forty Three And Paise Twenty Four Only 12 Cement Plastering Including Tandp, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 20 Mm Cement Plaster Of Mix 1:6 (1 Cement : 6 Fine/ Coarse Sand) 672.740 Sqm 192.00 129166.08 Inr One Lakh Twenty Nine Thousand One Hundred And Sixty Six And Paise Eight Only 3 Cement Plastering Including Tandp, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 6 Mm Cement Plaster 1:3 (1 Cement : 3 Fine Sand) Finished With A Floating Coat Of Neat Cement And Thick Coat Of Lime Wash On Top Of Walls When Dry For Bearing Of R.C.C. Slabs And Beams. 286.020 Sqm 164.00 46907.28 Inr Forty Six Thousand Nine Hundred And Seven And Paise Twenty Eight Only 14 Kota Stone Slab Flooring 25Mm Thick Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) : 171.840 Sqm 1020.00 175276.80 Inr One Lakh Seventy Five Thousand Two Hundred And Seventy Six And Paise Eighty Only 15 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills Counters, Floors Etc. Laid On 12Mm (Av.) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Jointing With White Cement Mortar 1:2 (1White Cement : 2 Marble Dust) With Pigment To Match The Shade Of The Marble Slab Including Grinding, Rubbing And Polishing Complete.Green / Blackupto To 1500 Cm2 Tiles 27.000 Sqm 2170.00 58590.00 Inr Fifty Eight Thousand Five Hundred And Ninety Only 16 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. 40Mm Thick With 20Mm Nominal Size Stone Aggregate. 156.000 Sqm 292.00 45552.00 Inr Forty Five Thousand Five Hundred And Fifty Two Only 17 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. 500.000 Kg. 87.50 43750.00 Inr Forty Three Thousand Seven Hundred And Fifty Only 18 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade New Work (Two Or More Coats) Over And Including Priming Coat With Cement Primer. 958.760 Sqm 86.00 82453.36 Inr Eighty Two Thousand Four Hundred And Fifty Three And Paise Thirty Six Only 19 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank 1000.000 Per Litre 6.50 6500.00 Inr Six Thousand Five Hundred Only 20 Providing And Fixing Polyethelene Aluminiumpolyethelene (Pe Alpe) Composite Pressure Pipes Conforming To Is 15450 U.V. Stabilised With Carbon Black Having Thermal Stability For Hot And Cold Water Supply, Capable To Withstand Temperature Up To 80 C Including All Special Fittings Of Composite Material (Engineering Plastic Blend And Brass Inserts Wherever Required ) E.G. Elbows ,Tees ,Reducers, Couplers And Connectors Etc. With Clamps At 1.00 Metre Spacing. This Includes The Costs Of Cutting Chases And Including Testing Of Joints Complete As Per Direction Of The Engineer In Charge. Concealed Work Including Cutting Chases And Making Good The Walletc.1620 (20 Mm Od) Pipe 80.000 Mtr. 211.00 16880.00 Inr Sixteen Thousand Eight Hundred And Eighty Only 21 Providing And Fixing Polyethelene Aluminiumpolyethelene (Pe Alpe) Composite Pressure Pipes Conforming To Is 15450 U.V. Stabilised With Carbon Black Having Thermal Stability For Hot And Cold Water Supply, Capable To Withstand Temperature Up To 80 C Including All Special Fittings Of Composite Material (Engineering Plastic Blend And Brass Inserts Wherever Required) E.G. Elbows, Tees, Reducers, Couplers And Connectors Etc. With Clamps At 1.00 Metre Spacing. This Includes Testing Of Joints Complete As Per Direction Of The Engineer In Charge.2025 (25 Mm Od) Pipe 100.000 Mtr. 269.00 26900.00 Inr Twenty Six Thousand Nine Hundred Only 22 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Socketed Rubber Gasket Type Isi Marked Upvc Pipes Of Class Iii (6 Kg/Sqcm) Suitable For Potable Water With Rubber Ring Joints (As Per Is 4985 2000) Of Following Outer Dia With All Accessories (Excluding Specials) Complete Including All Material,Labour, Hydraulic Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer.110 Mm Dia 100.000 Mtr. 273.00 27300.00 Inr Twenty Seven Thousand Three Hundred Only 23 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade :Two Or More Coats On New Work 90.000 Sqm 69.00 6210.00 Inr Six Thousand Two Hundred And Ten Only 24 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). 9.000 Cum 4700.00 42300.00 Inr Forty Two Thousand Three Hundred Onl 25 Providing And Fixing Of 60Mm Thick Precast Cement Concrete Interlocking Paver Block Casted With Rubber Moulds In Approved Reflective Colour And Design Having Minimun Compressive Strength Of 300 Kg/ Sq Cm. The Cc Paving Blocks Be Laid On Average 50Mm Thick Bed Of Coarse Sand And The Joint Is To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Instruction Of Engineer Incharge. The Rates To Be Inclusive Of All Lead And Lifts Etc. Complete As Per Specifications. 316.800 Sqm 641.00 203068.80 Inr Two Lakh Three Thousand Andsixty Eight And Paise Eighty Only 26 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 15 Mm Nominal Bore. 22.000 Each 377.00 8294.00 Inr Eight Thousand Two Hundred And Ninety Four Only 27 Providing And Fixing 1St Quality Standard White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades Glazed Tiles Confirming To Is : 13753 And Is :15622 Of Size 200Mm X 300Mm In Walls, Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complet (Excluding The Cost Of Cement Plaster On Walls And Pillar). 118.800 Sqm 679.00 80665.20 Inr Eighty Thousand Six Hundred And Sixty Five And Paise Twenty Only 28 Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer.Using M.S. Angels 40X40x6 Mm For Diagonal Braces. 10.440 Sqm 2790.00 29127.60 Inr Twenty Nine Thousand One Hundred And Twenty Seven And Paise Sixty Only 29 Providing And Fixing White Vitreous China Water Closet Squatting Pan (Indian Type)Long Pattern W.C. Pan Of Size 580 Mm 2.000 Each 955.00 1910.00 Inr One Thousand Nine Hundred And Ten Only 30 Providing And Fixing White Vitreous China Wash Basin Including Making All Connections But Excluding The Cost Of Fittings :Flat Back Wash Basin Of Size 630X450mm. 2.000 Each 921.00 1842.00 Inr One Thousand Eight Hundred And Forty Two Only
20,00,000.00
Due Date : 05/10/2020
RAJASTHAN
2 Tenders: 23412130 Belur By Pass Connection For Direct Movement Of Electrical Multiple Unit Trains From Bwn/Bdc To Belurmath In Hwh Division. Bidding Type Normal Tender . Earth Work In Excavation As Per Approved Drawings And Dumping At Embankment Site Or Spoil Heap, Within Railway Land, Including 50M Lead And 1.5M Lift, The Lead To Be Measured From The Centre Of Gravity Of Excavation To Centre Of Gravity Of Spoil Heap: The Lift To Be Measured From Natural Ground Level And Paid For In Layers Of 1.5M Each, Including Incidental Work, As Per Specifications In All Kinds Of Soils
83,06,215.00
Due Date : 20/10/2020
WEST BENGAL
3 Tenders: 23404486 10 Varoius Works Approved Under Action Plane 2020 21 Package 1. 1 1 "Ksrrb 300 2. Earthwork Excavation By Manual Means In Hard Soil Involving An Average Horizontal Throw Upto 2 Meters And An Average Lift Upto 0.5 M, Excavated Surface Leveled And Sides Neatly Dressed, The Disposed Earth To Be Leveled Neatly After Breaking Of Clods Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. " Sqm 261.65 205.85 53860.65 2 2 "Ksrrb 400 Granular Sub Base Ksrrb M400 6.1: Construction Of Sub Base Grading V By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The 98% Proctor Density Complete As Per Specification. As Directed By The Engineer Incharge With All Lead And Lifts." Cum 14.85 2003.3 29749 3 3 Ksrrb M400 17: Providing, Laying, Spreading And Compacting Cushed Stone Aggregates Of Granite/Trap/ Basalt To Wet Mix Macadam Specifications Including Pre Mixing The Material With Water At Omc Mechanical Mix Plant Carriage Of Mixed Materials By Tipper To Site, Laying In Uniforms Layers With Paver In Sub Base/Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achive The Desired Density Complete As Per Specification. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 18.58 2288.5 42520.33 4 4 Kssrb M500 6: Providing And Applying Primer Coat With S.S.Bitumen Emulsion On Prepared Surface Of Granular Base Such As Wmm Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.60 Kg/Sqm Using Mechanical Means Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 99 36.8 3643.2 5 5 Ksrrb 500 7: Providing And Applying Tack Coat Using 80/100 Grade Bitumen (Vg10) On The Prepared Black Toped Surfaces At 2.5Kg Per 10 Sqm Heating Bitumen In Boiler Fitted With Spray Set (Excluding Cleaning Of Road Surface) Including Of Cost Of All Materials, Labour, Hom Of Machineries Complete As Per Specification. Clause 502 Of Morth V Revision 3 As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 99 16.1 1593.9 6 6 Ksrrb 500 28: Providing And Laying Open Graded Premix Carpet Of 20 Mm Thick On Prepared Surface In A Single Course As Wearing Course Composed Of 11.2 Mm And 13.2 Mm Size Stone Aggregate 0.027 Cum/Sqm Premixed With Bituminous Binder At 1.46 Kg/Cum ,In Mini Hotmix Plant 6 10 Tonne Capacity Laying Manually And Rolling With Power Roller 8 10 Tonne Excluding Cost Of Tack Coat And Seal Coat Including Cost Of All Materials, Labour, Hom Of Machineries Complete As Per Specificationusing Vg 10(80/100) Grade.Morth Clause No.511/Chapter As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 99 175.95 17419.05 7 7 "Ksrrb 500.39.1 And 39.2 : Providing And Laying Seal Coat Sealing The Voids On Bituminous Surface, Laid To The Specified Levels, Grade And Cross Fall Manually And Rolling With Power Roller 8 10 Tonne Capacity Including Cost Of All Materials, Labour, Hom Of Machinery Complete As Per The Specifications. Morth Specification 513 Do Type A Using Graded Aggregates 6.7 Mm And Down Size At 0.009 Cum/Sqm With Bitumen Binder Vg 10(80/100 Grade) At 0.98 Kg/Sqm As Directed By The Engineer Incharge With All Lead And Lifts." Sqm 99 69 6831 8 8 Providing And Fixing Pre Cast Solid Concrete Kerb Stones Made Out Of Cc 1:2:4 And Finished With Cm 1:3 Plastering And Finishing Cutting Etc., Complete. Of Size 450 X 200 X 400 Mm As Directed By The Engineer Incharge With All Lead And Lifts. No 137 537.05 73575.85 9 9 Ksrb 4 1.7: Providing And Laying In Position Plain Cement Concrete Of Mix 1:3:6 With Opc Cement @ 220 Kgs With 20Mm And Down Size Graded Granite Metal Coarse Aggregates @ 0.84Cum And Fine Aggregates @ 0.56Cum Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms. Thick, Well Compacted, In Foundation ,Plinth And Cills Including Cost Of All Materials, Labour, Hom Of Machinery, Curing Complete As Per Specifications. Specification No. Kbs 4.1,4.2 As Directed By The Engineer Incharge With All Lead And Lifts. Cum 23.72 6364.1 150956.45 10 10 Ksrb 4.2.3 : Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M25with Opc Cement @340Kgs, With 20Mm And Down Size Graded Granite Metal Coarse Aggregates @0.70Cum And Fine Aggregates @ 0.47Cum,With Superplastisiser @3Lts Confirming To Is9103 1999 Reaffirmed 2008, Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms Thick, Vibrated For All Works In Ground Floor Level For Roof Slabs, Staircase, Lintles And Beams , Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Plasters, Columns, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Cills, Fillets Etc., Including Cost Of All Materials, Labour, Hom Of Machinery, Curing, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 43.21 7411.75 320261.72 11 11 Ksrb 4.9.2 : Providing T.M.T. Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Hooking, Placing In Position, Lapping And / Or Welding Wherever Required, Tying With Binding Wire And Anchoring To The Adjoining Members Wherever Necessary Complete As Per Design (Laps, Hooks And Wastage Shall Not Be Measured And Paid) Cost Of Materials, Labour, Hom Of Machinery Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. M.T. 4.48 80853.05 362221.66 12 12 Ksrb 4 6.4 : Providing And Removing Centering, Shuttering, Strutting, Propping Etc., And Removal Of Form Work For Vertical Surface Such As Walls At Any Thickness, Including Attached Pilasters, Buttresses, Plinth Cills And String Courses Cost Of All Materials, Labour Complete As Per Specificaitons. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 427.5 411.7 176001.75 13 13 Ksrrb M2200 Providing Weep Holes Ksrrb M2200 8. Providing Weep Holes In Brick Masonry I Plain I Reinforced Concrete Abutment, Wing Wall I Return Wall With 100 Mm Dia Ac Pipe, Extending Through The Full Width Of The Structure With Slope Of 1V :20H Towards Drawing Force. Complete As Per Drawing And Technical Specifications Including Cost Of Materials, Labour, Hom Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Mtr 12.75 180.55 2302.01 14 14 Ksrrb M2100 Back Filling Of Abutments Using Wing Wall And Returns Ksrrb M2100 7. Earth Work In Excavation For Foundation Of Structures As Per Drawing And Technical Specifications, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material Complete As Per Specifications. Vi. Backfilling In Marshy Foundation Pits. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 25.2 401.35 10114.02 15 15 Ksrb15 3.12 :Providing 20Mm Thick Cement Plaster In Single Coat With Cement Mortar 1:6, To Stone Masonry And Concrete Surface Including Rounding Off Corners Wherever Required Smooth Rendering, : Providing And Removing Scaffolding, Including Cost Of Materials, Labour, Curing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 708.49 296.7 210208.98 16 16 Ksrb 5 14.1 : Providing And Constructing Load Bearing Wall With Solid Concrete Blocks Having Block Density Not Less Than 1800Kg/M3 Having A Minimum Average Compressive Strength Of 5.00 N/Mm2 Confirming To Is 2185 (Part 1) 2005 And Constructed With Cm 1 A, As Per Is 25722005 Including Cost Of All Materials Labour Charges, Scaffolding, Curing, Hire Charges Of Machineries Etc., Complete As Per Specifications. Kbs No.5.4 With Solid Concrete Blocks Of Size 400X200x200mm As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 106.65 1052.25 112222.46 17 17 Ksrrb 300 3. Earthwork Excavation And Forming In Embankment By Manual Means In All Types Of Soils (When Earth Is Taken From Bank Cutting Or From Soil Deposits) Including Breaking Of Clods, Spreading To Required Line And Level, Forming, And Cost Of All Labour Complete As Per Specifications. ( Excluding Watering And Compaction Of Earth ) (With All Lead And Lift) Morth I Chapter 3 As Directed By The Engineer Incharge With All Lead And Lifts. Cum 74.52 188.6 14054.47 18 18 Ksrb 4 1.7: Providing And Laying In Position Plain Cement Concrete Of Mix 1:3:6 With Opc Cement @ 220 Kgs With 20Mm And Down Size Graded Granite Metal Coarse Aggregates @ 0.84Cum And Fine Aggregates @ 0.56Cum Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms. Thick, Well Compacted, In Foundation ,Plinth And Cills Including Cost Of All Materials, Labour, Hom Of Machinery, Curing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 9.18 6265.2 57514.54 19 19 Providing And Constructing Laterite Size Stone Masonry Including Cost And Conveyance Of All Materials Curing Etc Complete As Per Specification. I.S. 3620/1979 Having Compressive Strength Not Less Then 3.5 N/Mm2 For Saturated Dry Samples. For Super Structure In Cm 1:6 As Directed By The Engineer Incharge With All Lead And Lifts. Cum 59.79 6265.2 374596.31 20 20 Ksrb 4.2.8 : Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M20 With Opc Cement @ 320Kgs, With 20Mm And Down Size Graded Granite Metal Coarse Aggregates @ 0.46 Cum And Fine Aggregtes @ 0.47Cum, With Superplastisiser At 3Ltrs Confirming To Is9103 1999 Reaffirmed 2008, Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms. Thick, Vibrated For All Works In Ground Floor Level For Roof Slabs, Staircase, Lintles, Beams Retaining Walls, Return Wall, Walls (Any Thickness) Including Attached Plasters, Columns, Piers, Abutments, Pilars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Cills, Fillets Etc., Including Cost Of All Materials, Labour, Hom Of Machinery, Curing Complete As Per Specification. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 30.79 7226.6 222507.01 21 21 Ksrb 15 14.1 : Providing And Applying Two Coats With Oil Bound Washable Distemper Of Approved Brand And Shade On Wall Surface Including Priming Coat With Distemper Primer After Throughly Brooming The Surface Free From Mortar Drops And Other Foreign Matter Including Preparing The Surface Even And Sand Paper Smooth, Cost Of Materials, Labour, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 630.06 126.5 79702.59 22 22 "Dismantling Size Stone Masonry In Clay Mortar And Stacking The Size Stone Within A Radius Of 50M And Removing The Debris To A Distance Upto 200M. Including Cost Of Materials, Labour, Hom Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. " Cum 75.77 311.65 23613.72 23 23 Providing And Constructing Laterite Size Stone Masonry Cm 1:6 Using Available Stone Including Cost And Conveyance Of All Materials Curing Etc Complete As Per Specification. I.S. 3620/1979 Having Compressive Strength Not Less Then 3.6 N/Mm2 For Saturated Dry Samples. For For Bsement As Directed By The Engineer Incharge With All Lead And Lifts. Cum 27.95 3115.35 87074.03 24 24 "Earthwork Excavation In Hard Murrum, Boulders, Hard Kataka Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete Specification As Directed By The Engineer Incharge With All Lead And Lifts. " Cum 10.38 200.1 2077.04 25 25 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete Specification No A) 1.50 Mtr To 3.00Mtr Depth Cum 10.38 444 4608.72 26 26 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete Specification No B) 3.00 Mtr To 4.50Mtr Depth Cum 10.38 498 5169.24 27 27 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete Specification No C) 4.50 Mtr To 6.00Mtr Depth Cum 10.38 552 5729.76 28 28 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete Specification No D) 6.00 Mtr To 7.50Mtr Depth Cum 10.38 606 6290.28 29 29 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete Specification E) 7.50 Mtr To 9.00Mtr Dept Cum 10.38 660 6850.8 30 30 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete F) 9.00 Mtr To 10.50Mtr Depth Cum 10.38 714 7411.32 31 31 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete G) 10.50 Mtr To 12.00Mtr Depth Cum 10.38 786 8158.68 32 32 Earthwork Excavation In Softrock Including Shoring, Strutting, Barricading,Danger Lighting, Bailing, Out Water Wherever Neccesary With Stacking The Materials As Directed Etc., Complete H) 12.00 Mtr To 13.50Mtr Depth Cum 10.38 858 8906.04 33 33 Supplying And Errection Of Rcc Rings For Well Steining Of 0.3Mtr. Depth Using M 20 Grade Concrete Using Clean Graded Granite Or Trap Or Jelly Of Approved Quality 20Mm And Down Size Well Compacted Including Centering From Work And Plastering For Both Faces With C.M. 1:3 Proportion As Per Design Using 6.50 Mm M.S. Coil At The Rate Of 10Kgs/Ring Including Cost Of Steel And Fabrication, Bailing Out Of Water, Errection Etc, I) For 1.80 Mm Dia (Clear) Rings Of Steining Thickness 0.075Mm Upto 18Mtr. Depth As Directed By The Engineer Incharge With All Lead And Lifts. No 90 1985 178650 34 34 Providing And Filling With Boulders Or Rubble Of Approved Size And Quality Including Hand Packing,Wedging Filling In Voids With Quarry Spalls And Clean Sand Etc., Complete. As Directed By The Engineer Incharge With All Lead And Lifts. No 14.84 809 12005.56 35 35 Earthwork Excavation For Foundation And Removing The Excavated Stuff To A Distance Not Exceeding 50Mtrs. And With A Lift Upto 1.50Mtrs.Including Shoring, Strutting, Barricading, Danger Lighting Etc., Complete By Manual Means : A) In Marshy Soil As Directed By The Engineer Incharge With All Lead And Lifts. Cum 8.1 351 2843.1 36 36 Providing And Constructing Granite Or Trap Or Basalt Sand Stone, Uncoursed Rubble Stone Masonry With Cm 1:6 Proportion, With Bond Stones At 2M Aprt For Foundation Including Curring Etc., Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 2.02 2136 4314.72 37 37 Providing And Constructing Granite / Trap / Basalt Size Stone Masonry In Basement With Cement Mortar 1:6, Edges Of Stones Chistle Dressed In Courses Not Less Than 15 Cms High, Bond Stones At Two M. Apart In Each Course Including Cost Of Materials, Labour, Curing Complete As Per Specifications. Kbs 5.1.13 As Directed By The Engineer Incharge With All Lead And Lifts. Cum 12.7 5532 70256.4 38 38 Ksrb 4 1.2 : Providing And Laying In Position Plain Cement Concrete Of Mix M10 With Opc Cement @ 220Kgs, With 40Mm And Down Size Graded Granite Metal Coarse Aggregates @0.892Cum And Fine Aggregtes @ 0.465Cum Machine Mixed, Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms. Thick, Well Compacted, In Foundation And Plinth, Cost Of All Materials, Labour, Hom Of Machinery, Curing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 2.02 5534 11178.68 39 39 Ksrb15 3.10 : Providing 20Mm Thick Cement Plaster In Single Coat With Cement Mortar 1:3, To Stone Masonry And Concrete Surface Including Rounding Off Corners Wherever Required Smooth Rendering, : Providing And Removing Scaffolding, Including Cost Of Materials, Labour, Curing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 83.4 293 24436.2 40 40 Gi Pipe 65 Mm Dia Class B Mtr. 8.4 423 3553.2 41 41 Providing And Fixing Steel The Pully Nos 4 500 2000 42 42 Providing And Finishing External Walls In Two Coats With Water Proof Cement Paint Of Approved Brand And Shade To Give An Even Shade After Throughly Brooming The Surface To Remove All Dirt And Loose Powdered Material, Free From Mortar Drops And Other Foreign Matter Cost Of Materials, Labour, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Kg 30.6 102 3121.2 43 43 "Ksrb 2 2.2 : Earthwork Excavation By Manual Means For Foundation Of Buildings, Water Supply, Sanitary Lines And Electrical Conduits Either In Pits Or In Trenches 1.5M And Above In Width, In Hard Soil Not Exceeding 1.5M In Depth Including Dressing The Bottom And Sides Of Pits And Trenches, Stacking The Excavated Soil Clear From Edges Of Excavation With Lead Upto 50M. After Breaking Of Clods Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. " Cum 384.3 516.35 198433.31 44 44 Ksrb 4.2.2 : Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M20 With Opc Cement @320Kgs, With 20Mm And Down Size Graded Granite Metal Coarse Aggregates @0.69Cum And Fine Aggregates @ 0.460 Cum, With Superplastisiser @ 3Lts Confirming To Is9103 1999 Reaffirmed 2008, Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms Thick, Vibrated For All Works In Foundation For Footings, Pedstals, Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters,Columns Pillars, Posts, Struts, Buttresses, Bed Blocks, Anchor Blocks And Plinths Etc., Including Cost Of All Materials, Labour, Hom Of Machinery, Curing, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 4.89 6958.65 34027.8 45 45 Ksrb 5.1 3 : Providing And Constructing Granite / Trap / Basalt Rubble Stone Masonry In Foundation With Cement Mortar 1:6 ( Uncoursed ), Bond Stones At Two M. Apart In Each Course Including Cost Of Materials, Labour, Curing Complete As Per Specifications Cum 37.89 4260.75 161439.82 46 46 Ksrb 2.3 : Filling Available Excavation Earth (Excluding Rock) In Sides Of Foundations Upto Plinth In Layers Not Exceeding 20Cms. In Depth, Compacting Each Deposited Layer By Ramming After Watering With Lead Upto 50M. And Lift Upto 1.5 M. Including Cost Of All Labour Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 49.43 231.15 11425.74 47 47 Ksrb 5 15 : Providing And Constructing Non Load Bearing Wall With Cement Concrete Solid Blocks Of Size 400X100x200 Mm Having A Block Density Not Less Than 1800Kg/M3 Having A Minimum Average Compressive Strength Of 4.00 N/Mm2 Confirming To Is 2185 (Part 1) : 2005 And Constructed With Cm 1:4 As Per Is 2572:2005 Including Cost Of All Materials, Labour Charges Scaffolding, Curing, Hire Charges Of Machaneries Etc., Complete As Per Specification. Kbs No. 5.4 As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 22.38 934.95 20924.18 48 48 Providing And Removing Centering, Shuttering, Strutting, Propping Etc., And Removal Of Form Work For Flat Surface Such As Suspended Floors, Roofs, Landings, Balconies And Likes, Thickness Upto 200 Mm Including Cost Of All Materials, Labour Complete As Per Specificaitons. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 41.08 506 20786.48 49 49 Ksrb: Providing And Removing Centering, Shuttering, Strutting, Propping Etc., And Removal Of Form Work For Side And Soffits Of Beams, Beam Hauichings, Cantilevar Girders, Bressumers And Lintels Not Exceeding 1M In Depth Including Cost Of All Materials, Labour Complete As Per Specificaitons. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 19.11 335.8 6417.14 50 50 Ksrb 4.2.10 : Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M20 With Opc Cement @ 24Kgs, With 12Mm And Down Size Graded Granite Metal Coarse Aggregates @0.05175Cum And Fine Aggregtes @ 0.0345Cum, With Superplastisiser @0.225Lts, Machine Mixed, Well Compacted For Plain Chajja Of 7.5 Cms. Average Thickness, Upto Ground Floor Level, Including Cost Of All Materials, Labour, Hom Of Machinery, Finishing, Curing, Complete But Excluding Cost Of Reinforcement As Per Specifications. Specification No. Kbs 4.1, 4. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 7.25 538.2 3901.95 51 51 Ksrb 4 6.10 :Providing And Removing Centering, Shuttering, Strutting, Propping Etc., For Chajjas, Corbels Etc., Including Edges Including Cost Of All Materials, Labour Complete As Per Specifications. Specification No. Kbs 4.6.2 As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 8.06 371.45 2993.89 52 52 Ksrb 15.3.13 : Providing 12Mm Thick Cement Plaster In Single Coat With Cement Mortar 1:3, To Ceiling Including Rounding Off Corners Wherever Required Smooth Rendering, : Providing And Removing Scaffolding, Including Cost Of Materials, Labour, Curing, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 47.41 273.7 12976.12 53 53 Ksrb15 3.4 : Providing 15Mm Thick Cement Plaster In Single Coat With Cement Mortar 1:3, To Brick Masonry Including Rounding Off Corners Wherever Required Smooth Rendering, : Providing And Removing Scaffolding, Including Cost Of Materials, Labour, Curing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 228.44 272.55 62261.32 54 54 Ksrb 15.3.8 : Providing 18Mm Thick Cement Plaster In Single Coat With Cement Mortar 1:4, To Brick Masonry Including Rounding Off Corners Wherever Required Smooth Rendering, : Providing And Removing Scaffolding, Including Cost Of Materials, Labour, Curing, Complete As Per Specifications As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 372.08 303.6 112963.49 55 55 Ksrb 14.14 5: Providing Ceramic Tiles Of Approved Make,Shade And Size For Flooring, Treads Of Steps And Landings Laid On A Bed Of 12Mm Thick, Cement Mortar 1:3 Mix, Flush Pointing With White Cement Using Colour Pigment , Including Cost Of Materials, Labour, Curing, Complete As Per Specifications. Specification No _Do_ For Ceramic Tiles Of Size 30X30cms 6Mm Thick. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 44.08 1394.95 61489.4 56 56 Ksrb 14 17.1 : Providing Skirting, Dado, Rises Of Steps With Colour Glazed Tiles 15 X 15Cms 6Mm Thick On 10Mm Thick Cement Plaster 1:3 And Jointed With White Cement Slurry Over Rough Plaster Surface ( Excluding Cost Of Rough Plastered Surface Which Should Be Measured And Paid Separately ) Using Glazed Tiles Of Approved Make And Size Including Cost Of Materials, Labour, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 59.31 1346.65 79869.81 57 57 Ksrb 15 15.1 : Providing And Applying Painting In Two Coats With Plastic Emulsion Paint Of Approved Brand On Wall Surface To Give An Even Approved Shade After Thoroughly Brushing The Surface, Free From Mortar Drops And Other Foreign Matter Including Preparing The Surface Even And Sand Paper Smooth, Cost Of Materials, Labour, Complete As Per Specifications.As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 169.13 103.5 17504.95 58 58 Ksrb 15 15.5 : Extra Over Item 15 15.1 For Painting Two Coats With Plastic Emulsion Paint Of Approved Brand And Shade On Ceiling And / Or Sloping Roof As Per Specifications As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 47.41 42.55 2017.3 59 59 Ksrb 15 16.1 : Providing And Finishing External Walls In Two Coats With Waterproof Cement Paint Of Approved Brand And Shade To Give An Even Shade After Throughly Brooming The Surface To Remove All Dirt And Loose Powdered Material, Free From Mortar Drops And Other Foreign Matter Cost Of Materials, Labour, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 372.08 117.3 43644.98 60 60 Ksrb 7.8 : Providing And Fixing In Position In Cement Concrete 1:3:6 Steel Glazed Windows And Ventilators Side Hung/Top Hung 2/3 Openable 1/3 Fixed As Per Approved Drawings Using Z Angles Of 25X33x3mm, Weighing 1.419 Kg/M Both For Outer And Inner Frames And Central Mullion Section Of Size 25X46x3mm, Weighing 2.28Kg/M All Duly Providing T Section 19X19x3mm Weighing 0.839 Kg/M For Glazing Of Windows, Not More Than 34 Cms. C To C Including Providing And Fixing 4Mm. Thick Reeded Glass With Teakwood Beading Of Required Size, All Steel Sections Should Confirm To I.S 7452:1990, 4Nos. Of Holdfasts Of Approved Size, Section Should Be Cut To Length Welded And Grinded Electrically Subdividing Frames Of Unit Shall Be Tenonned And Revetted Into The Frames Electrically. All The Steel Surface Shall Be Throughly Cleaned Free Of Rust And Painted With One Coat Of Anti Corrosive Paint And Finishing Two Coats Of Ready Mix Paint Of Approved Colour And Make Including Cost Of Materials, Fixtures, Labour Charges And Hom Of Machinery Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 4.32 3922.65 16945.85 61 61 Ksrb 7.1 : Providing And Fixing In Position Collapsible Steel Shutters With Single Or Double Leaf With Vertical Channel 20Mmx10mmx2mm Braced With Flat Iron Diagonals 20Mmx5mm Size, With Top And Bottom Rails Of T Iron Sections Of 40X40x6 Mm With 38Mm Dia Steel Pulleys Complete With Bolt And Nuts, Locking Arrangements, Stoppers, Handles On Both Sides With 7.5Cms Openings At 10 Cms. C To C Applying A Priming Coat Of Red Lead Paint. Cost Of Materials, Labour, Hom Of Machinery Complete As Per Specifications. Size Of Gate 2.4Mx1.4M Specification No. Kbs 7.7 / 7.12 As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 2.52 6211.15 15652.1 62 62 "Solid Panel Pvc Door Shutter Providing And Fixing 30Mm Thick Factory Made Rigid Foam Panelled Door Shutters Made From M.S. Tube Of 19 Gauge Thickness, Size 19X19mm Fro Styles And 15X15mm For Top And Bottom Rails, Covered With Heat Moulded Pvc Channel Of 5Mm Thick Sheet And 30 X 50Mm Wide To Form Styles And 5Mm Thick And 75Mm Wide Pvc Sheets For Top Rail, Lock Rail And Bottom Rail On Either Side And 5Mm Thick 20Mm Wide Pvc Sheet As Gap Insert For Top Rail And Bottom Rail, Panelling Of 5Mm Thick Pvc Sheet Fitted In The M.S. Frame, Sealed To The Styles And Rails With 5X30mm Pvc Sheet Beading On Either Side And Joined Together With Solvent Cement Adhesive Etc., Complete As Per Manufacturers Specification And Direction Of Engineer In Charge Fixed To Frames With 3 Nos Of 75 M.M Aluminium Hinges As Directed By The Engineer Incharge With All Lead And Lifts." Sqm 18.59 3193.55 59368.09 63 63 "Solid Pvc Door Frame Providing And Fixing Factory Made Pvc Door Frame Of Size 50X47mm With A Wall Thickness Of 5Mm, Made Out Of Extruded 5Mm Rigid Pvc Foam Sheet Metered Cut At Corners Andjointed 2 No.S Of 150Mm Long Brackets Of 15X15mm M.S Square Tube, The Entire Door Frame To Be Reinforced With 19X19mm M.S Square Tube Of 19 Gauge. The Door Frame To Be Fixed To The Wall Using M.S. Screws Of 65/80Mm Size Complete As Per Manufacturers Specification And Direction Of Engineer In Charge As Directed By The Engineer Incharge With All Lead And Lifts." Sqm 18.59 538.2 10005.14 64 64 Ksrb 15 18.2: Providing And Applying Enamel Metal Paint Two Coats (Excluding Priming Coat) Over New Steel Or Other Metal Surface Brushing To Give An Even Shade After Cleaning Oil, Grease, Dirt And Other Foreign Matter, Including Cost Of Materials, Labour, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 14.52 109.25 1586.31 65 65 Ksrb 11 8.3 : : Providing And Fixing White Vitreous China Clay, Wall Corner Type, Lipped Front Urinal Basin Of Size 340X410x265mm In The Range Of Three With 7.5 Litre P.V.C Automatic Flushing Cistern, C.I/M.S Brackets, Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I. Clamps Complete Painting Of Fittings And Brackets, Cutting And Making Good The Wall And Floor Wherever Required, Including Cost Of Materials, Labour Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Nos 5 5169.25 25846.25 66 66 Ksrb 11 1 : Providing And Fixing White Vitreous China Clay, Water Closet Indian Type ( Squatting Pan ) Of Size 580Mm With Footrests, 100Mm S Or P Trap, 10 Litre Low Level, P.V.C Flushing Cistern ( All Are Approved Make ) With Fittings, C.I /M.S Brackets, 32Mm Diameter Flush Pipe Fittings And Clamps, Overflow Arrangements With Specials And 25Mm Mosquito Proof Coupling Of Approved Design, Painting Of Fittings And Brackets, Cutting And Making Good The Wall And Floor Wherever Required, Including Cost Of Materials, Labour Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Nos 6 4042.25 24253.5 67 67 Ksrb 11 4 : Providing And Fixing White Vitreous China Clay, Water Closet Orissa Pattern Of Size 580 X 440Mm With Integral Type Footrests, 100Mm S Orp Trap, (Approved Make ) Cutting And Making Good The Wall And Floor Wherever Required, Including Cost Of Materials, Labour Complete As Per Specifications. Specification No. Kbs 11 As Directed By The Engineer Incharge With All Lead And Lifts. Nos 1 5699.4 5699.4 68 68 Providing And Fixing Polished Granite Sink Of Size 60Cms X60cms Of 23Cm Thick, The Sink Portion Shall Be 15Cm In Depth Of Shapes Oval/Round/ Square Over Brick Masonry In Cement Morter 1:6 Including Cost And Conveyance Of All Materials, Labour For All Items Of Work , Hom Of Equipment With All Lead And Lift, Loading And Unloading, Transportation Charges And All Other Incidental Charges Etc., Complete As Per Specification And Directions Of The Engineer In €“ Charge Of The Work As Directed By The Engineer Incharge With All Lead And Lifts. Nos 7 5273.9 36917.3 69 69 Providing And Fixing Chorinated Poly Venyle Chloride (Cpvc) Pipes Conferming To Is 15778 Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threded Fittings Including Fixing The Pipe With Clamp At 1.00M Intervals This Includes Jointing Of Pipes Fitting With One Step Cpvc Solvent Cement And Testing Of Joints Complete. (Internal Work Consealed Including Cutting Chases And Good The Walls Etc) 20Mm Nominal Od Pipe As Directed By The Engineer Incharge With All Lead And Lifts. Mtr 45 270.25 12161.25 70 70 Ksrb13 6.1 2 : Providing And Fixing In Position Brass Bib Cock Of Approved Quality 20Mm Nominal Bore Including Cost Of All Materials, Labour And Hom Of Equipments With All Leads Complete As Per Specifications. Specification No.Kbs 13.2.2 / 13.3 As Directed By The Engineer Incharge With All Lead And Lifts. Nos 20 198.95 3979 71 71 Ksrb13 8.7 : Providing And Fixing To Wall, Ceiling And Floor, Low Density Polyethylene Pipes 6.00 Kgf/Sq.Cm Working Pressure 75Mm Outside Diameter With Special Flange, Compression Type Fittings, Wall Clips, Making Good The Wall, Ceiling And Floor Including Cost Of All Materials, Labour Charges, Hom Of Equipments And Testing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Mtr 15 374.9 5623.5 72 72 Ksrb 13 11.1 :Providing And Placing On Terrace, Polyethylene Water Storage Tanksas Per Is 12701 :1996 With Manhole Lid And Suitable Locking Arrangements, Making Holes Of Suitable Diameter For Inlet, Outlet And Over Flow Pipes, Including Cost Of All Materials, Labour, Transport Charges, Hom Of Equipments And Testing Complete As Per Specifications.(For 1000 Litre Capacity) Specification As Directed By The Engineer Incharge With All Lead And Lifts. Nos 2 7852.2 15704.4 73 73 Providing And Fixing Polyethelene Aluminum Polyethelene (Pe Al Pe) Composite Pressure Pipes Conferming To Is 15450 Duly €Œisi” Marked U.V. Stebilised With Carbon Black For Hot And Cold Water Supply, Capable To Withstand Temperature Up To 800 C Including All Special Composite Fittings (Engineering Plastic Blendand Brass Inserts Wherever Required) E.G. Elbows, Tees, Redusers, Couplers And Connectors Etc , With Tranching And Refilling Upto 1.0 M Depth Including Testing Complete As Required (Internal Work) As Directed By The Engineer Incharge With All Lead And Lifts. Mtr 29 196.65 5702.85 74 74 "Fabrication Supplying And Erecting M.S. Tubular Trusses Of All Spans As Per Approved Drawing And Design With Prefabricated Steel Applications Using Quality Material And Are Durable, Reliable And Corrosion And Abrasion Resistant. Welding Shall Confirm To Latest Structural Welding Code. Quality Shall Be On Various Parameters Like Shape, Size, Design Gauge And Polish. The Entire Trusses Is Anchored In Rcc Column By Using 4 Nos Of M.S. Anchor Bolts At Each Support With 10Mm Thick Base Plate And Shoe Plate. The Work Includes Cutting,Traightening,Placing In Position Of M.S. Pipes And Welding Wherever Necessary And Applying One Coat Of Redoxide Primer Coat To All The Members Including Cost Of All Materials, Labour Charges, And Hire Charges Of Machineries For Cutting, Welding, Grinding And Erection Equipments, With All Lead And Lift, Transportation, Letc., Complete As Per Specification As Directed By The Engineer Incharge With All Lead And Lifts. " Kgs 1542.44 139.15 214630.53 75 75 Providing Trapezoidal Profiled Sheet Providing And Installing Of Pre Painted Galvolume Iron Trapezoidal Profiled Sheet Of Approved Make 1060 Mm Width (1000 Mm Cover Width), 28 30 Mm Crest Height With Crest Distance Of 200 Mm C/C With 2 Ribs At The Centre For Stiffening. The Total Coated Thickness (Tct) Of The Sheet Will Be 0.47 Mm +/ 0.02 Mm Tolerance Zinc Alu Alloy Coating Az150 Gsm As Per Astm 1397/A755 550 Mpa Steel Grade, 5 7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 20 22 Microns Using Self Drilling/Self Tapping Screws Of 25 Mm Length, To Be Fixed Over The Existing Purlins, Rafters, Channels And Trusses. .As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 208.24 885.5 184396.52 76 76 Ksrb 5 15: Providing And Constructing Non Load Bearing Wall With Solid Concrete Blocks Of Size 400X100x200mm Having A Block Density Not Less Than 1800Kg/M3 Having A Minimum Average Compressive Strength Of 4.00 N/Mm2 Confirming To Is 2185 (Part 1)2005 And Constructed With Cm 1:4, As Per Is 2572:2005 Including Cost Of All Materials, Labour Charges, Scaffolding, Curing, Hire Charges Of Machineries Etc., Complete As Per Specifications. Kbs No.5.4 As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 30.78 934.93 28777.15 77 77 Ksrb15 3.11 : Providing 20Mm Thick Cement Plaster In Single Coat With Cement Mortar 1:6, To Stone Masonry And Concrete Surface Including Rounding Off Corners Wherever Required Smooth Rendering, : Providing And Removing Scaffolding, Including Cost Of Materials, Labour, Curing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 68.4 317.4 21710.16 78 78 Providing And Finishing External Walls In Two Coats Over One Coat Of 100% Acrylic Silicon Glazed Primer With Antifungl Paint For Top Coat Of Approved Brand And Shade To Give An Even Shade After Thoroughly Brooming The Surface To Remove All Dirt And Loose Powdered Material, Free From Mortar Drops And Other Foreign Matter Cost Of Materials,Labour, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 331.11 207 68539.77 79 79 Providing And Installing Of Approved Make Pre Painted Galvalume Iron Accessories, Like, Plain, Ridges, Plain Gutter, Plain Flashing, Corner Trim, Etc. The Total Coated Thickness (Tct) Of The Sheet Shall Be 0.47 Mm +/ 0.02 Tolerance Mm Zinc Alu Alloy Coating Az 150 Gsm As Per Astm 1397/755 550 Mpa Steel Grade, 5 7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 20 22 Microns Using Self Drilling / Self Tapping Screws Of 25 Mm Length. (Width Upto 500 600 Mm Only), To Be Fixed Over The Existing Purlins, Rafters, Channels And Trusses. As Directed By The Engineer Incharge With All Lead And Lifts. Mtr 38.25 851 32550.75 80 80 Ksrb 5 14.1 : Providing And Constructing Load Bearing Wall With Solid Cement Concrete Blocks Having Block Density Not Less Than 1800Kg/M3 Having A Minimum Average Compressive Strength Of 5.00 N/Mm2 Confirming To Is 2185 (Part 1) : 2005 And Constructed With Cm: 1:4 As Per Is 2572:2005 Including Cost Of All Materials, Labour Charges, Scaffolding, Curing, Hire Charges Of Machineries Etc.., Complete As Per Specification. Kbs No. 5.4 Do With Cement Concrete Solid Blocks Of Size 400X150x200 Mm As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 54.214 1097.1 59478.18 81 81 Ksrb 4.2.8 : Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M20with Opc Cement @320Kgs, With 20Mm And Down Size Graded Granite Metal Coarse Aggregates @0.69Cum And Fine Aggregates @ 0.46 Cum,With Super Plastisiser @3Lts Confirming To Is9103 1999 Reaffirmed 2008 Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms Thick, Vibrated For All Works In Ground Floor Level For Roof Slabs, Staircase, Lintles And Beams Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Plasters, Columns, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Cills, Fillets Etc., Including Cost Of All Materials, Labour, Hom Of Machinery, Curing, Complete As Per Specifications. Complete As Per Specification. Kbs No. 5.4 As Directed By The Engineer Incharge With All Lead And Lifts. Cum 0.52 7226.6 3757.83 82 82 Fabrication Supplying And Erecting M.S. Tubular Trusses Of All Spans As Per Approved Drawing And Design With Prefabricated Steel Applications Using Quality Material And Are Durable, Reliable And Corrosion And Abrasion Resistant. Welding Shall Confirm To Latest Structural Welding Code. Quality Shall Be On Various Parameters Like Shape, Size, Design Gauge And Polish. The Entire Trusses Is Anchored In Rcc Column By Using 4 Nos Of M.S. Anchor Bolts At Each Support With 10Mm Thick Base Plate And Shoe Plate. The Work Includes Cutting,Traightening,Placing In Position Of M.S. Pipes And Welding Wherever Necessary And Applying One Coat Of Redoxide Primer Coat To All The Members Including Cost Of All Materials, Labour Charges, And Hire Charges Of Machineries For Cutting, Welding, Grinding And Erection Equipments, With All Lead And Lift, Transportation, Letc., Complete As Per Specification As Directed By The Engineer Incharge With All Lead And Lifts. Kgs 751.06 155.25 116602.06 83 83 Ksrb 7.11 : Providing And Fixing In Position Anodized Aluminium Windows Andventilators As Per Approved Drawings With Sliding Shutters Using Three Track Window Frame Of Size 92X31.75Mm Bottom Section 1.3Mm Thick, Weight 1.07Kg/M; Sides And Top Sections 1.3 Mm, Thick, Weight 0.933 Kg/M.Shutter Frame Section Comprising Top And Bottom Section Of Size 40Mmx18mm, Wall Thickness 1.25Mm. Weight 0.417 Kg./M. Shutter Side Outer 40Mmx18mm. Wall Thickness 1.25Mm. Weight 0.417 Kg/M, Shutter Interlock Section 40Mmx26.7Mm Wall Thickness 1.1 Mm. Thick, Weight 0.469 Kg/M, The Shutters Mounted On Nylon Rollers With Approved Quality Of Fixtures Such As Aluminium Handles Tower Bolts Etc.; Providing And Fixing 5.5Mm. Thick Plain Glass For Shutters Fitted With Rubber Beading All Aluminium Sections Including Cutting To Required Length, Joints Mitred Subdividing The Frame Tenonned And Rivetted, In The Assembled Frame, Stiffened With End Clips For Corners, Angles Etc., And Fixed To The Walls, Lintels, Floor Beams/Cills As The Case May Be, With Necessary Steel Screws, Raul Plugs Or Teak Wood Gatties Including Cutting Masonry Or Concrete And Making Good The Original Surface Using Cement Mortar(Pwd Sr 2018 19 /P.No. 35/7.11) Do Using Aluminium Section Powdered Coatedto A Minimum Of 60 To 70 Microns With Exterior Durable Pure Polyester Grade Powder Of Approved Quality As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 4.05 5143.95 20833 84 84 Ksrb 15 18.1 : Applying Red Lead Ready Mix Priming Coat Over New Steel Or Other Metal Surface Including Preparing The Surface After Throughly Cleaning Oil, Grease, Dirt And Other Foreign Matter, And Scoured With Wire Brushes, Fine Steel Wool, Sand Papers Including Cost Of Materials, Labour, Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 1.35 47.15 63.65 85 85 Ksrb 4 1.1: Providing And Laying In Position Plain Cement Concrete Of Mix 1:2:4 With Opc Cement @ 240 Kgs With 40Mm And Down Size Graded Granite Metal Coarse Aggregates @ 0.878Cum And Fine Aggregates @ 0.459Cum Machine Mixed, Concrete Laid In Layers Not Exceeding 15 Cms. Thick, Well Compacted, In Foundation And Plinth, Including Cost Of All Materials, Labour, Hom Of Machinery, Curing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 1.1 6480.25 7128.28 86 86 Providing And Laying Plain/Reinforced Cement Concrete For Side Drains Using M20 Nominal Mix Concrete With Opc Cement At 300 Kgs. With 20Mm And Down Size Granite Metal Coarse Aggregates At 0.69 Cum And Fine Aggregates At 0.43 Cum Machine Mixed, Well Compacted For Walls And Bottom Including Centering, Shuttering, Cost Of Materials, Hom Of Machinery, Curing Etc., Complete Excluding Cost Of Steel As Per Morth Specification As Directed By The Engineer Incharge With All Lead And Lifts. Cum 3.07 8122.45 24935.92 87 87 Ksrrb M 300 59.2: Loosening, Levelling And Compacting Original Ground Suppoting Embankment/ Subgrade, To Facilitate Placement Of First Layer Of Embankment, Scarified To A Depth Of 150Mm, Mixed With Water At Omc And Then Compacted By Roling So As To Achieve Minimum Dry Desity As Given In Table 300 2 For Embankment Construction, Complete As Per Specification. Case Ii Compacting Original Ground Suppoting Embankment. Which Includes Watering Charges And Compaction By Vibrator Roller Morth Specification No. 305.3.4 As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 98 26.45 2592.1 88 88 Ksrb 14.6 2 :Providing And Laying Heavy Duty Cobble Stones 75Mm Thick Interlock Pavers, Using Cement And Course Sand For Manufacture Of Blocks Of Approved Size, Shape And Colour With A Minimum Compressive Strength Of 281 Kg Per Sqm Over 50Mm Thick Sand Bed (Average Thickness ) And Compacting With Plate Vibrator Having 3 Tons Compaction Force Thereby Forcing Part Of Sand Underneath To Come Up In Between Joints, Final Compaction Of Paver Surface Joints Into Its Final Level, Including Cost Of Materials, Labour And Hom Of Machineries Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 98 1284.55 125885.9 89 89 "Ksrb 2 1.1 : Earthwork In Surface Excavation In Ordinary Soil For Levelling And Lowering The Ground Manually ( Other Than Foundation Of Buildings, Culverts, Road Drains And Trenches Of Pipe Lines And Cables ) And Removing The Excavated Stuff To A Distance Not Exceeding 50M And Lift Upto 1.5M, Excavated Surface Levelled And Neatly Dressed, Disposed Earth To Be Levelled Including Breaking Of Clods And Neatly Dressed As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. " Cum 2.08 286.35 595.61 90 90 Ksrb 2 2.1 : Earthwork Excavation By Manual Means For Foundation Of Buildings, Water Supply, Sanitary Lines And Electrical Conduits Either In Pits Or In Trenches 1.5M And Above In Width, In Hard Soil Not Exceeding 1.5M In Depth Including Dressing The Bottom And Sides Of Pits And Trenches, Stacking The Excavated Soil Clear From Edges Of Excavation With Lead Upto 50M. After Breaking Of Clods Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Cum 11.57 343.85 3978.34 91 91 Ksrb 4 6.5: Providing And Removing Centering, Shuttering, Shuttring, Propping Etc., And Removal Of Form Work For Columns,Pillers,Piers,Abutment Including Cost Of All Material,Labour Etc.Complete As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 12.15 524.4 6371.46 92 92 Ksrb 5 14: Providing And Constructing Load Bearing Wall With Solid Concrete Blocks Having Block Density Not Less Than 1800Kg/M3 Having A Minimum Average Compressive Strength Of 4.00 N/Mm2 Confirming To Is 2185 (Part 1)2005 And Constructed With Cm 1 A, As Per Is 25722005 Including Cost Of All Materials Labour Charges, Scaffolding, Curing, Hire Charges Of Machineries Etc., Complete As Per Specifications. Kbs No.5.4 With Solid Concrete Blocks Of Size 400X200x200mm As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 49.1 1109.75 54488.72 93 93 Ksrb 4.2.10 : Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M20 With Opc Cement @ 24Kgs, With 12Mm And Down Size Graded Granite Metal Coarse Aggregates @0.05175Cum And Fine Aggregtes @ 0.0345Cum, With Superplastisiser @0.225Lts, Machine Mixed, Well Compacted For Plain Chajja Of 7.5 Cms. Average Thickness, Upto Ground Floor Level, Including Cost Of All Materials, Labour, Hom Of Machinery, Finishing, Curing, Complete But Excluding Cost Of Reinforcement As Per Specifications. Specification No. Kbs 4.1, 4.6 As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 0.81 538.2 435.94 94 94 Ksrb 14.9 1: Providing And Laying M 15 Cement Concrete Flooring, 50 Mm Thick With Metallic Concrete Hardner Toping, Under Layer Of 35Mm Thick M 15 Cement Concrete Using Broken Granite Metal Of 20Mm And Down Size, And Top Layer 50Mm Thick Of Metallic Cement Hardner Consisting Of Mix 1:2 ( 1 Cement Hardner Mix : 2 Granite Metal 10Mm Nominal Size ) By Volume, With Which Metallic Hardening Compound Of Approved Quality Mix In The Ratio Of 4:1 ( 4 Part Of Cement And 1 Part Of Metallic Floor Hardening Compound Of Approved Quality By Wt) , Including Finishing Cost Of Materials, Labour, Curing, Complete As Per Specifications As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 40 747.5 29900 95 95 Providing And Fixing Pull And Push Rolling Shutters Of Approved Make Out Of 18 Gauge.75Mm Wide Cold Rolled Steel Laths Of Convex Corrugation,With Side Guide And Bottom Rails, With Interlocking Arrangements For Steel Laths By Means Of Alternate Clips, Suspension Shaft With High Tension Coil Type Springs Two Numbers, Mounted On Specially Designed Pipes Shaft,With Bracket Plates,Guide Channel, Ball Bearing Arrangements, For Inside And Outside Locking With Push And Pull Operations Complete Including Pulling Hooks, 4Nos. Handles With All Fitting And Accessories, Painted With A Coat Of Red Lead Paint(Without Top Cover) Cost Of Materail, Labour, Hom Of Machinery Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Sqm 15.36 2998.05 46050.05 96 96 Ksrb 7.6 : Providing And Fixing Top Covers Made Out Of 20 Guage M.S. Sheet Over Pull And Push Rolling Shutters Bent To Shape Including Cost Of Red Lead Primer Coat Of Painting , Materials, Labour, Hom Of Machinery Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. M 2.3 599.15 1378.04 97 97 Ksrb13 9.4 : Providing And Fixing To Wall, Ceiling And Floor High Density Polyethylene Pipes 6.00 Kgf/Sq.Cm Working Pressure 32Mm Outside Diameter Raising Mains And Exposed Distribution Pipes With Special Flange, Compression Type Fittings, Wall Clips, Making Good The Wall, Ceiling And Floor, Including Cost Of All Materials, Labour Charges, Hom Of Equipments And Testing Complete As Per Specifications. As Directed By The Engineer Incharge With All Lead And Lifts. Mtr 120 427.8 51336 98 98 Ksrb13 9.3 : Providing And Fixing To Wall, Ceiling And Floor High Density Polyethylene Pipes 6.00 Kgf/Sq.Cm Working Pressure 32Mm Outside Diameter Raising Mains And Exposed Distribution Pipes With Special F
52,32,771.00
Due Date : 28/09/2020
KARNATAKA
4 Tenders: 23390081 Item Rate For Day To Day Maintenance / Repair For Upkeeping The Khuls/ Schemes Of Sub Division I I.E. Badakhana Upper, Badakhana Lower, Pathian, Potha Upper, Potha Lower, Seri, Dodasan Upper, Dodasan Bala Lower, Dhai Tanki, Kenti Khetar, Suthene I/ Corrigendum. 1 Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 2 Earthwork In Excavation By Mechanical Means In Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 3 Construction Of Muthu Bund Comprising Of Boulders And Wood Bushes In Alternate Layers Including Working In Water Situation. 4 Slip Clearance From Canal In Soil Mixed With Moorum/Kankar/Shingle/Boulders Disposal Lead Upto 50M And Lift Upto 1.5M 5 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 6 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 7 Supply Of Empty Cement Bags
10,00,000.00
Due Date : 21/09/2020
JAMMU AND KASHMIR
5 Tenders: 23390077 Item Rate For Day To Day Maintenance / Repair For Upkeeping The Khuls/ Schemes Of Sub Division Ans I I.E. Kandi Khul, Hubbi Khul, Jaglanoo Khul, Samote Khul, Draj Draman Khul, Raitla To Draman Mong Khul, Larkuti Khul, Phalni Malote Khul, Budhal Khul Corrigendum. 1 Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 2 Earthwork In Excavation By Mechanical Means In Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 3 Construction Of Muthu Bund Comprising Of Boulders And Wood Bushes In Alternate Layers Including Working In Water Situation. 4 Slip Clearance From Canal In Soil Mixed With Moorum/Kankar/Shingle/Boulders Disposal Lead Upto 50M And Lift Upto 1.5M 5 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 6 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 7 Supply Of Empty Cement Bags
8,00,000.00
Due Date : 21/09/2020
JAMMU AND KASHMIR
6 Tenders: 23390076 Item Rate For Day To Day Maintenance / Repair For Upkeeping The Khuls/ Schemes Of Sub Division Ans Ii I.E Dhar Sakri , Raitla, Upper Peeri, Peeri Dandsaywali, Lower Peeri, Toond , Tralla , Lower Tralla ,Pharwala, Palma Ist, Palma Ii, Dandaywali I, D Civil Works. 1 Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 2 Earthwork In Excavation By Mechanical Means In Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 3 Construction Of Muthu Bund Comprising Of Boulders And Wood Bushes In Alternate Layers Including Working In Water Situation. 4 Slip Clearance From Canal In Soil Mixed With Moorum/Kankar/Shingle/Boulders Disposal Lead Upto 50M And Lift Upto 1.5M 5 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 6 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 7 Supply Of Empty Cement Bags
8,00,000.00
Due Date : 21/09/2020
JAMMU AND KASHMIR
7 Tenders: 23390074 1 Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 2 Earthwork In Excavation By Mechanical Means Trenches For Foundations, Drains, Pipes, Cables Etc.(Not Exceeding 1.5M In Width) And For Shafts, Wells Cesspits And The Like Not Exceeding10sqm Plan, Depth Upto 1.5 Mtr Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edge ,Disposed Earth Is To Be Leveled And Neatly Dressed In (All Kind Of Soil) 3 Construction Of Muthu Bund Comprising Of Boulders And Wood Bushes In Alternate Layers Including Working In Water Situation. 4 Slip Clearance From Canal In Soil Mixed With Moorum/Kankar/Shingle/Boulders Disposal Lead Upto 50M And Lift Upto 1.5M 5 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 6 Silt Clearance From Canals Inclusive Of Initial Lead And Lift (50M And 1.5Mrespectively) Dry 7 Supply Of Empty Cement Bags 8 Filling Of Empty Cement Bags With Sand/ Earth Cost Of Sewing And Strings Excluding. Cost Of Bags And Earth/ Sand 9 Carriage Of Earth For Average Distance Of 200M Head Load. 10 Loading/ Unloading Of Sand/ Earth Filled Bags In Lorries Lead Upto 50M. 11 Placing Of Sand/ Earth Filledbags In Dry . 12 Placing Of Sand/ Earth Filledbags In Wet . 13 Dry Stone Pitching Of Any Thickness Excluding Cost Of Stones. 14 Grouting Of Stone Pitching Using M 10 Grade Nominal Mix Concrete Max. Size Of Aggregate 20Mm Nominal @ 6.00 Cum Per 100 Sqm On Horizontal Including Curing. Crushed 15 Providing And Laying In Position Of Cement Concrete Of Specified Grade Including The Cost Centering And Shuttering All Work Upto Plinth Level(1:3:6 Mix Stone Aggregate 20Mm Nominal Size) 16 Dumping Of Stones On Level Excluding Cost Of Stones. 17 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth Using Nallah Stone Without Bond Stone 18 Providing And Laying In Position Reinforcement Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Upto Plinth Level 1:2:4(1 Cement 2 Coarse Sand 4 Stone Aggregate 40Mm Nominal Size) 19 Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete. 20 12Mm Thick Cement Plaster (1:4) Mix. 21 Centering And Shuttering Including Strutting, Propping Etc And Removal Of Form Work For 21.1 Foundations, Footings Bases Of Columns Etc For Mass Concrete 21.2 Above Foundation 21.3 Suspended Floors 21.4 Edges Of Slab 22 Opening Of Old B.A. Wire Crates And Remaking After Filling And Stacking Of Stones. 23 Hand Packing Of Stones Into Wire Crates
9,00,000.00
Due Date : 21/09/2020
JAMMU AND KASHMIR
8 Tenders: 23382526 Ali Ka Jav Cc Miscellaneous Works. Earth Work In Excavation For Roadway, Including Trimming Bottom Andside Slopes In Accordance With Requirement Of Line, Grades And Crosssections, Including Disposal Of Surplus Material With All Lift And Leadupto 1000 Metre As Per Mortandh Specification Clause 301.All Type Soil
32,97,000.00
Due Date : 28/09/2020
RAJASTHAN
9 Tenders: 23381787 Ram Mandir Cc Miscellaneous Works. Earth Work In Excavation In Foundation, Trenches Etc. Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Material, Refilling After Laying Pipe/ Foundation And Disposal Of Surplus Excavated Material At A Lead Upto 50M Suitable Site As Per Direction Of Engineer For Following Depths, Below Natural Ground / Road Top Level. In All Types Soils/ Saturated Soil Such As Moorum, Sand, Sandy Silt, Clay, Black Cotton Soil, Kankar, Etc. Depth Upto 1.5 M
45,23,000.00
Due Date : 28/09/2020
RAJASTHAN
10 Tenders: 23381786 Bajrang Colony Nallah Miscellaneous Works. Earth Work In Excavation In Foundation, Trenches Etc. Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Material, Refilling After Laying Pipe/ Foundation And Disposal Of Surplus Excavated Material At A Lead Upto 50M Suitable Site As Per Direction Of Engineer For Following Depths, Below Natural Ground / Road Top Level. In All Types Soils/ Saturated Soil Such As Moorum, Sand, Sandy Silt, Clay, Black Cotton Soil, Kankar, Etc. Depth Upto 1.5 M
46,44,000.00
Due Date : 28/09/2020
RAJASTHAN
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Earth Excavation Tenders

Tenders information of Earth Excavation Tenders in India and Indian tenders for Earth Excavation , Tender document For Earth Excavation , Earth Excavation tenders, Earth Excavation Tender information, Live Tender for Earth Excavation , Closed Tender for Earth Excavation , Free Tender for Earth Excavation , Free Full Tender Details for Earth Excavation . Live Chat Available for tenders information.