Construction Of Material Recovery Facilities At Swm Project Sitevill. Rampur For M.C. Una ( Hp ) .-Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well , rampur-Himachal Pradesh

Construction Of Material Recovery Facilities At Swm Project Sitevill. Rampur For M.C. Una ( Hp ) .-Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Upto All Leads And Lifts And In All Kinds Of Soils. 2 Providing And Laying In Position Cement Concrete Of Specifiedgrade Excluding The Cost Of Centering And Shuttering - All Workup To Plinth Level : 1:5:10 ( 1 Cement : 5 Coarse Sand ) : 10Graded Stone Aggregate 40 Mm Nominal Size ) 3 Dry Stone Pitching 22.5 Cm Thick Including Supply Of Stones And Preparing Surface Complete. 4 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressingcomplete. 5 Providing And Laying In Position Cement Concrete Of Specified Gradeexcluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 ( 1 Cement : 4 Coarse Sand ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 6 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1: 1.5: 3 ( 1 Cement: 1.5 Coarse Sand And: 3 Graded Stone Aggregate 20 Mm Nominal Size ) 7 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinthin : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 8 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 9 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 10 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.25 Mm Wide 1.6 Mm Thick Weighing 3.64 Kg Per Sqm For Encasing Of Rolled Steel Sections In Beams, Columns And Grillages, 11 Providing And Fixing Prepainted Precoated Galvanised Iron Profile Sheets ( Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge ) 0.50 Mm ( + 0.05 % ) Total Coated 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.Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns 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 Engineerin-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. 12 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm ( +0.05 % ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 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 ) 13 52 Mm Thick Cement Concrete Flooring With Concrete Hardener Topping, Under Layer 40 Mm Thick Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Top Layer 12 Mm Thick Cement Hardener Consisting Of Mix 1:2 ( 1 Cement Hardener Mix : 2 Graded Stone Aggregate 6 Mm Nominal Size ) By Volume, Hardening Compound Mixed @ 2 Litre Per 50 Kg Of Cement Or As Per ManufacturerS Specifications. This Includes Cost Of Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 14 Cement Plaster ( In Fine Sand ) 12 Mm Cement Plaster Of Mix : 1:6 ( 1 Cement: 6 Fine Sand ) 15 Half Brick Masonry With Non Modular Fly Ash Bricks Of Class Designation 10, Conforming Is: 12894, In Super Structure Above Plinth And Up To Floor V Level. Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 16 Cement Plaster ( In Fine Sand ) 15 Mm Cement Plaster On The Rough Side Of Single Or Halfbrick Wall Of Mix : 1:4 ( 1 Cement: 4 Fine Sand ) 17 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 40 Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Applying A Priming Coat Of Approved Steel Primer. 18 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work ( Two Or More Coat Applied @ 1.67 Ltr / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) 19 Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr / 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr / 10 Sqm Of Approved Brand And Anufacture

INR 1000 /-

INR 39800.0 /-

INR 19.87 Lakhs /-

Name of Work: Construction of Material Recovery Facilities at SWM Project siteVill. Rampur for M.C. Una (HP).

Sl. No.	Item Description
1	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth upto all leads and lifts and in all kinds of soils.
2	Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workup to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal size)
3	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
4	Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressingcomplete.
5	Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
6	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1: 1.5: 3 (1 Cement: 1.5 coarse sand and: 3 graded stone aggregate 20 mm nominal size)
7	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinthin : Cement mortar 1:4 (1 cement : 4 coarse sand)
8	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
9	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10	Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages,
11	Providing and fixing prepainted precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated 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.thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns 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 Engineerin-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.
12	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 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)
13	52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
14	CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
15	Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS: 12894, in super structure above plinth and up to floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand)
16	CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or halfbrick wall of mix : 1:4 (1 cement: 4 fine sand)
17	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 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
18	Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
19	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and anufacture