Tender For Construction Of 02 Nos Garbage Bin At Telecom Bn Itbp, Shivpuri (M.P ), Shivpuri-Madhya Pradesh

Tender For Construction Of 02 Nos Garbage Bin At Telecom Bn Itbp, Shivpuri ( M.P ) ; 1 Construction Of 02 Nos Garbage Bin 2 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, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. 3 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinthlevel 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) 4 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 ) 5 Brick Work With Modular Extruded Brunt Fly Ash Clay Sewer Bricks ( Conforming To Is: 4885 ) In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) In Foundation And Plinth : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 6 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 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 ) . 7 Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 ( 1 Cement :2Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size 8 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Super Structure Above Plinth Level Up To Floor V Level In : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 10 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Forsuspended Floors, Roofs, Beam, Balconies And Access Platform 11 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Completewith Thermo-Mechanically Treated Bars 12 12 Mm Cement Plaster Of Mix : 1:4 ( 1 Cement: 4 Fine Sand ) Rates For External Plastic Are For Height Upto 10M From Ground Level In Less Otherwise Stated. Cement Plaster ( In Fine Sand ) 13 Colour Washing Such As Green, Blue Or Buff To Give An Even Shade : New Work ( Two Or More Coats ) With A Base Coat Of White Washing With Lime 14 Providing And Fixing 1 Mm Thick M.S. Sheet Sliding-Shutters, With Frame And Diagonal Braces Of 40X40x6 Mm Angle Iron, 3 Mm M.S. Gusset Plates At The Junctions And Corners, 25 Mm Dia Pulley, 40X40x6 Mm Angle And T- Iron Guide At The Top And Bottom Respectively, Including Applying A Priming Coat Of Approved Steel Primer 15 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 16 Making Plinth Protection 50Mm Thick Of Cement Concrete 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 ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 17 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 18 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

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INR 22850.0 /-

INR 11.42 Lakhs /-

Name of Work:CONSTRUCTION OF 02 NOS GARBAGE BIN at Telecom Bn ITBP, Shivpuri (M.P )

Sl. No.	Item Description
1	CONSTRUCTION OF 02 NOS GARBAGE BIN
2	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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
3	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinthlevel 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
4	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)
5	Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 coarse sand)
6	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
7	Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 ( 1 cement :2coarse sand : 4 graded stone aggregate 12.5 mm nominal size
8	Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)
9	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
10	Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, beam, balconies and access platform
11	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completewith Thermo-Mechanically Treated bars
12	12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) Rates for external plastic are for height upto 10m from ground level in less otherwise stated. CEMENT PLASTER (IN FINE SAND)
13	Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
14	Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
15	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
16	Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
17	Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
18	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