Tender For Provision Of Certain Minor Works At Certain Location Under Ge Af Leh

Sharing tender

Tender For Provision Of Certain Minor Works At Certain Location Under Ge Af Leh- 1 M&L For Surface Excavation Not Exceeding 30 Cm Deep And Averaging 15Cm Deep And Getting Out Complete In Hard/Dense Soil Complete All As Specified And As Directed By Engr-In-Charge. 2 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 Sqm On Plan And N Exc 1.5 M In Depth And Getting Out In Any Type Of Soil, Complete All As Speified And Directed By Engineer-In Charge 3 M & L For Cement Concrete 1:2:4 Using 20Mm Graded Stone Aggregate As Post Holes And In Lintels Upto 1.5M Clear Span, Cills, Steps; Seismic And Other Similar Bands, Plinth Courses, String Courses, Lacing Courses, Parapets And Railings Upto 60 Cm In Height, Copings, Kneelers, Apex Stones, Bed Plates, Water Troughs And The Like Including Formwork, Weathering, Slightly Rounded Or Chamfered Angles And Throating Complete All As Specified And As Directed By Engineer-In-Charge. 4 M&L 75 Mm Thick Pcc 1:3:6, Type C2 (Using 40Mm Graded Stone Aggregate) In Plinth Protection Laid In Alternative Bays Finished Even And Smooth Without Using Extra Cement Including Making 10 Mm Wide Grooves To Full Depth At 3 M Interval And At Every Change Of Direction And Filling The Grooves With Mixture Of Bitumen And Sand Mixed In The Ratio Of 1:3 By Weight And Top 10 Mm Depth Sealed With Sealing Compound Grade ‘A’ Complete All As Specified. 5 M&L For Cement Concrete Type D–2, 1:4:8 (40 Mm Graded Crushed Stone Aggregate) In Foundations, Filling And Mass–Concrete All As Specified And As Directed By Enge-In-Charge 6 M&L For Pre–Cast Cement Concrete Block Masonry With Solid Blocks Of Type C–1, 1:3:6 (20 Mm Graded Crushed Stone Aggregate) Exc. 10 Cm In Width And Setting In Mortar 1:4, Complete All As Specified And Directed By Engr-In-Charge. 7 M&L For Rendering 15Mm Thick On Fair Faces Of Brick Work Or Concrete Surfaces In Cement Mortar 1:4 And Finish Smooth & Even Without Using Extra, Complete All As Specified And Directed By Engr-In-Charge. 8 M&L Rendering 10 Mm Thick Cement Plaster 1:6 On Fair Faces Of Brick Work Or Concrete Sur Faces Rendering Is To Be Finished Even And Smooth (Without Using Extra Lime Or Cement) Complete All As Specified And Directed By Engr-In-Charge. 9 M&L Preparation Of New Plastered Surfaces Of Walls And Applying Two Coat Of Obd White Or Tinted On Walls Over A Coat Of Primer On Plastered Surfaces ,Preparatory To Distempering Complete All As Specified And As Directed By Engineer-In-Charge. 10 M&L For Applying 1 Mm Thick Wall Care Putty On Wall Complete All As Specfied And As Directed 11 M&L For Preparation Of New Plastered Surfaces Of Walls And Applying Two Coats Of Cement Base Paint Over A Coat Of Primer On Walls Complete All As Specified And As Directed By Engineer-In-Charge. 12 Returning, Filling In Any Type Of Soil, Incl Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cm Complete All As Speified And Directed By Engineer-In Charge 13 Removing Excavated Material (Soil) Exc 1.50 Km And Depositing Where Directed At A Level N Exc 5.00 Km Above The Starting Point, Complete All As Speified And Directed By Engineer-In Charge 14 M&L For Hardcore Of Broken Stone Or Boulders Gauge N Exc. 63 Mm, Deposited, Spead And Levelled In Layers N Exc 15 Cm Thick, Watered And Rammed To True Surface, Complete All As Specified And Directed By Engr-In-Charge. 15 M&L For 75Mm Thick Cement Concrete 1:2:4, Type B-2, (Using 40 Mm Graded Crushed Stone Aggregate) As In Sub Base Complete All As Specified And Directed. 16 M&L For 40Mm Thick Cement Concrete Type B–0,1:2:4, (Using 12.5 Mm Graded Crushed Stone Aggregate) As In Sub-Floors, Sub Bases, Complete All As Specified And Directed By Engr-In-Charge. 17 M&L For Vitrified Tiles Light Shade 8-10 Mm Thick (Square/ Rectangular) Polished, Area Of Each Tiles Exceeding 595Mm X 595Mm, In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Laying Over & Including 15 Mm Thick In Cement Mortar 1:6 Screed Bed Or Bedding Layer Of Mortar For Laying Floor Finishes As Directed. 18 All As Per Item No 17 Here-In-Before Above But As In Skirting Over And Including 10 Mm Thick Rendering Cm 1:4 Complete All As Specified And Directed. 19 S&F Structural Steel Section Work Of Ms Hollow Pipe (Square/ Rectangular/ Round) As In Roof Trusses ( Framed), Tubular Trusses, Post, Trussed, Purlins, Rafter, Crane Gantries, Rails And Fastenings And Heavy Bracket Framing (Beam, Tee, Angle, Channel Or Flat Sections Or Ms Tube Pipe) Including One Coat Of Primer Complete All As Specified And Directed. 20 M&L For Preparation Of New Steel Surfaces Of Any Description Over 10 Cm Width Or Girth, Not Otherwise Described And Applying Two Coat Of Synthetic Enamel Paint, Complete All As Specified And Directed By Engr-In-Charge. 21 S&F Plates (Plain Or Chequered) Channels, Square Cut Or Notched (Ordinary And Counter Sunk) Forming Holes, With Riveted, Bolted Or Welded Attachment, Complete All As Specified And Directed By Engr-In-Charge. 22 S&F Mild Steel Screw Bolts (Machine Made) With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Nut,, N Exc 5Cm Long Where Diameter Of Neck Is 5 To 10Mm As Required, Complete All As Specified And Directed By Engr-In-Charge. 23 M&L For Reinforced Cement Concrete, Type B1, 1:2:4 Mix (20Mm Graded Aggregate) As In Lintel Beams, Roof Beams Supported On Walls As For Roof Slabs, Lintel Etc. Including Formwork Complete All As Specified And As Directed. 24 M&L For Tmt Bars 10Mm Dia And Over, Cut To Length, Bent To Shape Required, Including Cranking, Hooking Ends And Binding With And Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Complete All As Specified And As Directed. 25 M&L For Tmt Bars 5 To 8Mm Dia As In Stirrups, Cut To Length, Bent To Shape Required, Including Cranking, Hooking Ends And Binding With And Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Complete All As Specified. 26 S&F Pre- Painted Galvalume Aluminum Zinc Coating Gi Based Corrugated Steel Sheet 0.50Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering/Cladding To Wall, Fixed With Self Tapping Screws, Complete All As Specified And Directed By Engr-In-Charge. 27 S&F Pre-Painted Galvalume Aluminum Zinc Coating Gi Based Plain Steel Sheet 0.50Mm Thick Of Any Colour Having Tensile Strength Of 550 Mpa As In Roof Covering/Cladding To Wall, Fixed With Self Tapping Screws As Specified, Complete All As Specified And Directed By Engr-In-Charge. 28 S&F Powder Coated Aluminium Window And Ventilator Shutters, Side Hung Type Without Sash Bars, Aluminium Sections Weighing 0.55 Kg/M Including Necessary Joining Cleats, Glazing Clips,Rubber Packing, Anodised Aluminium Snap Beading, Screws, Anodised Aluminium Fittings Such As Peg Stays 150Mm Long (1 No.). Hinges Type B-21 100Mm Long (2 No.) Suitable Handle (1No.), Complete All As Specified And As Directed By Engr-In-Charge 29 S&F Powder Coated Aluminium Door Shutters, Aluminium Section Weighing 0.55 Kg/ M Including Necessary Joining Cleats, Glazing Clips, Ruber Neoprene Packing, Handles 2 Nos In Each Door, Sliding Bolt 2 Nos, Hinges, Anodised Aluminum Snap Beading Screws Etc. Complete All As Specified 30 S&F Powder Coated Aluminium Frame For Doors,Windows, Ventilators With One Or More Rebates Including Joining Cleat For Fixing Etc, Complete All As Specified And As Directed By Engr-In-Charge 31 S&F For Tinted Glass Of 4.8 Mm Thick Oridinary Quality And Glazing With Rubber Packing To Sliding Windows, Alm Door In Square In Each Pane, Complete All As Specified And As Directed By Engr-In-Charge 32 Providing & Fixing In Position Suspended False Celling System Using E Grid Suspended Celling Grid System . The Size Of Grid Shall Be 600X600Mm With Gi Frame Work, Main Runner 39X24Mm, Cross Tee 29X24Mm And Wall Angle 22.2X22.2Mm Using 4Mm Thick High Pressure Stream Cured Non Primered Classic/Designer Variant E-Board. Fibre Cement E Board To Be Placed In The Gird Of E Grid Suspended Ceiling Grid System Duly Suspended By 2 Mm Dia Gi Bar Hangers From The Pulins Of The Roof With Butter Fly Clips Complete All As Specified And Directed. 33 S&F For Aluminium (Die Cast Body) Door Closer Hydraulically Regulated, Designation No. 3, Universal Type, Suitable For Door Shutters Of 851 To 1000 Mm In Width And Of Weight Between 61 To 80 Kg Complete All As Specified And Directed. 34 M&L For Reinforced Cement Concrete, Type B1, 1:2:4 Mix (20Mm Graded Aggregate) As In Shelves Etc.Complete All As Specified And As Directed. 35 Formwork To Soffits Of Slabs Including Supports, Overhangings Etc, For Fair Finished Surfaces Of Concrete Complete All As Specified And As Directed. 36 Form Work To Edges Of Roof Slab, Selves Of Thick Not Exc 20Cm Wide And As In Similar Workcomplete All As Specified And As Directed. 37 M&L For Black Granite 16-18 Mm Thick Rubbed And Polished Machine Cut, Set In Cement Mortar Jointed With White Cement Complete Including Bedding Layer 15Mm Thick In Cement Mortar 1:6 Over Rcc Platform/Shelves/Slab & Making Hole For Gas Pipe If Required Etc Through Precast Rcc Slab & Granite Stone Etc Incl Rounding, Moulding Of Exposed Edges, Complete All As Specified. 38 M&L Excavation Over Areas N Exc 1.5 M Deep And Getting Out In Hard/Dense Soil Complete All As Specified And As Directed By Engr-In-Charge. 39 Removing Excavated Surplus Soil Etc Not Exc 50 M And Depositing Where Directed At Level N.Exc 1.5 M Above The Starting Point Complete All As Specified And As Directed By Engr-In-Charge. 40 M&L 200Mm Thick Pcc Type D-2, 1:4:8 (40Mm Aggregate) In Floor As Sub Base Complete All As Specified And As Directed By Engr-In-Charge. 41 M&L 200Mm Thick Pcc Type B-1, 1:2:4 (20Mm Aggregate) In Floor Complete All As Specified And As Directed By Engr-In-Charge. 42 Providing, Cement Concrete Type B1, 1:2:4 (20Mm Graded Aggregate) In Roof Kerbs Or Mud Stops, Rounded Or Chamfered On Edges Complete All As Specified And As Directed By Engr-In-Charge. 43 Providing And Laying 100Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-40 Grade With Approved Colour, Design & Pattern As In Footparth, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc., Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mm Thick Compacted Bed Of Fine Sand, Compacting And Proper Embedding/ Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer , Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand Complete All As Specified And As Directed By Engr-In-Charge.