SPECIAL REPAIRS TO SWT AT RE-OPERATIONALISED POINT, SPECIAL REPAIRS TO TEMP SHELTER (OWT-95, OWT-96, OWT-98) AT RE-OPERATIONALISED POINT AND PROVN OF COVERED PATHWAY INFRONT OF LAB AND X-RAY AT MH OF LIKABALI MIL STN UNDER GE 872 EWS

Amount

Demolition Cement Concrete (un-reinforced) of any description in Ground Floors, Pavings, etc. not exc. 150mm thickness (above or below Ground Level) and Removing debris, etc. to a distance not exc. 100.00 Metre, complete all as specified and as directed.

Demolition Cement Concrete (Reinforced) of any description in any Position, otherwise not specifically provided for (Reinforcement cut as required to facilitate Demolition) and Removing debris, etc. to a distance not exc. 100.00 Metre, complete all as specified and as directed.

Demolition Brick Masonry or Pre-cast Concrete Block Masonry, built in Cement Mortar and in any Position including all Quoins, Arches and Pillars, etc., complete all as specified and as directed.

Dismantling Plain or Corrugated Steel Sheeting of any gauge and thickness, complete all as specified and as directed.

Surface Excavation not exc. 30 Cm Deep and averaging 15 Cm Deep and getting out in Soft/Loose soil, complete all as specified and as directed.

Excavation in Trenches not exc. 1.50 Metre wide and not exc. 1.50 Metre in depth for Foundation etc. or for Shafts, Wells, Cess Pits, Manholes, Pier Holes, etc. not exc. 10 Sqm on Plan and not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed.

Excavation in Trenches not exc. 1.50 Metre Wide and exc. 1.50 Metre but not exc. 3.00 Metre in Depth for Foundation etc. or for Shafts, Wells, Cess Pits, Manholes, Pier Holes, etc. not exc. 10 Sqm on Plan and not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed.

Returning, Filling in including Spreading, Levelling, Watering and Well Ramming in layers not exc. 25 Cm, in Soft/Loose Soil, complete all as specified and as directed.

Removing Excavated Materials (Soils) to a distance not exc. 50.00 Metre and depositing where directed at a level not exc. 1.50 Metre above the Starting Point, complete all as specified and as directed.

Excavating in Post Holes (or Similar Holes) in Soft/Loose Soil, each not exc. 0.50 CUM, getting out and removing surplus Soil to a distance not exc. 50.00 Metre and Making Good Surfaces, complete all as specified and as directed.

M&L Hardcore Broken Stone or Boulders, gauge not exc. 63mm, deposited, Spread and Levelled in layers not exc. 15 Cm thick, Watered and Well Rammed to a True Surface, complete all as specified and as directed.

M&L Cement Concrete 1:3:6 (40mm graded aggregate) in Foundations, Filling and Mass Concrete, etc. for embedding to Iron Posts including necessary Formwork, complete all as specified and as directed. NOTE : Cost of Formwork will deem to include in Quoted Unit Rate.

M&L Cement Concrete 1:4:8 (40mm graded aggregate) in Foundations, Filling and Mass Concrete, etc. including necessary Formwork, complete all as specified and as directed. NOTE : Cost of Formwork will deem to include in Quoted Unit Rate.

M&L Cement Concrete 1:2:4 (20mm graded stone aggregate) in Coping, Bed Plates, Benching, Bed Block, Kerb Stones, etc. including necessary Formwork and Weathering, slightly Rounded or Chamfered Angles and Throating, complete all as specified and as directed. NOTE : Cost of Formwork will deem to include in Quoted Unit Rate.

M&L Reinforced Cement Concrete 1:2:4 (20mm graded stone aggregate) in Foundation including Rafts, Footing, Foundation Beams for Column Basement Slab, under reamed Piles, complete all as specified and as directed. NOTE : Reinforcement & Formwork will be Measured and Paid for separately under appropriate Items.

M&L Reinforced Cement Concrete 1:2:4 (20mm graded stone aggregate) in Walls, Retaining Walls, Basement Walls, Ballast Walls and the like; any thickness; above Top of Footings; including attached Pilaster and Buttresses, complete all as specified and as directed. NOTE : Reinforcement & Formwork will be Measured and Paid for separately under appropriate Items.

M&L Formwork to Sides of Concrete Foundations, Footings, Bases of Columns, Raft and Raft Beams, Sides and Soffits (if any) of Foundation and Plinth Beams and Similar Work; Square, rectangular or polygonal, Vertical or to batter, Flat, Rough Finished surfaces of Concrete, complete all as specified and as directed.

M&L Formwork to Faces of Walls, Retaining Walls, Abutments, Parapets and Staircase Railings and Similar Work including attached Pillasters, Buttresses, etc.; Vertical or to Batter, Flat, Rough Finished surfaces of Concrete, complete all as specified and as directed.

M&L Brick Work with Sub-Class ‘B’ Bricks (Old Size Bricks), Straight or Curved on Plan exc. 6.0 Metre mean Radius, built in Cement Mortar 1:6, complete all as specified and as directed.

M&L Stainless Steel Wire Cloth 0.36mm nominal dia of Wire and average width of aperture 1.40mm and fixed with Stainless Steel Wire Staples and Fixing-in-repairs, complete all as specified and as directed.

M&L TMT Bars 10mm dia and Over, cut to length, bent to shape required including cranking, bending spirally for hooping for Columns, hooking Ends and binding with and including Mild Steel Wire (annealed) not less than 0.9mm dia, complete all as specified and as directed.

M&L Mild Steel Framed Works such as Grills, Gratings, etc. with Ends of Bars shouldered and/or riveted or forged into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Balusters; Walkways; Railings; Framework of Water Tanks and similar Work, conforming to Fe-290, Gde-E-165, complete all as specified and as directed.

M&L Rolled Mild Steel in Joist, Channel, Angle, or Tee Sections in Vertical Post, conforming to Fe-410-W (Gde E-250) Quality 'B', fixed independently, without Connecting Plates, etc. (cut to ordinary lengths i.e. within 20mm of the Length indicated), complete all as specified and as directed.

M&L Rolled Mild Steel Sections in Roof Trusses (Framed), Trusses, Purlines, Crane Gantries, Rails and Fastening and Heavy Bracket Framing (Beam, Tee, Angle, Channel or Flat Sections) including Distance Pieces, Cleats, etc, welding or riveted, conforming to Fe-410-W (Gde E-250), Quality B, complete all as specified and as directed.

M&L 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, Length of Bolt exc 5.0 Cm but not exc. 10 Cm and Diameter of Neck 5.0mm to 10mm, complete all as specified and as directed.

S&F Pre-painted Galvalume Aluminum Zinc Coating GI based Corrugated Steel Sheet 0.50mm thick Coloured, having Tensile Strength of 550 Mpa in Roof Covering, Cladding to Walls, fixed with Aluminum Self Tapping Screws and Aluminum Washers of suitable Size, complete all as specified and as directed.

S&F Pre-painted Galvalume Aluminum Zinc Coating GI based Plain Steel Sheet 0.50mm thick Coloured, having Tensile Strength of 550 Mpa in Ridges/ Roof Covering, Cladding to Walls, fixed with Aluminum Self Tapping Screws and Aluminum Washers of suitable Size, complete all as specified and as directed.

M&L Cement Concrete 1:2:4 (20mm graded stone aggregate) 40mm thick in Flooring, etc., Laid in Panels, finished Concrete Surfaces Even and Smooth without using Extra Cement, complete all as specified and as directed.

M&L Cement Concrete 1:4:8 (40mm graded stone aggregate) 100mm thick in Sub-base to Interlocking Polished Paver Blocks etc., Laid in Panels, finished Concrete Surfaces Fair and Even, complete all as specified and as directed.

M&L Machine Pressed Rubber moulded Pre-cast Concrete Coloured Glossy Finished, Interlocking Polished Paver Block 60mm thick of M-35 Grade, with Grey Cement and Pigment of any shape and size (as ordered), conforming IS-15658-2006, ISI Marked, laid Dry over and including Sand Cushioning of 50mm thick and grouted with Clean dry Sand as in Floors, complete all as specified and as directed. NOTE : Cost of Sand will deemed to be included in the Quoted Unit Rate.

M&L Cement Concrete 1:3:6 (40mm graded stone aggregate) 75mm thick in Plinth Protection, etc., Laid in Alternate Panels including Joints filled with Sealing Compound Grade 'A', finished Concrete Surfaces Even and Smoooth without Using Extra Cement, complete all as specified and as directed.

M&L Rendering (Internal) 10mm thick in Cement Mortar 1:6 on Brick/ PCC Blocks or Concrete Works, finished Plastered Surfaces Even and Smooth without using Extra Cement, complete all as specified and as directed.

M&L Preparing Newly Plastered Surfaces of Walls and applying Two Coats of Cement Based Paint (as approved Tint) over a coat of Alkali Resistant Priming Paint, complete all as specified and as directed.

M&L Preparing New Steel and Iron Surfaces of any descriptions, over exc. 10 Cm in Width or Girth and applying Two Coats of Synthetic Enamel Paint (1st quality/ grade Paint of as approved Tint) over a Coat of Red Oxide Zinc Chrome Primer, complete all as specified and as directed.

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