PROVN OF SEWAGE LINES FROM TOILET BLOCK TO MAIN SEWAGE LINES AT

Amount

Excavation in Over Areas not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed.

Excavation in Over Areas exc. 1.50 Metre and not exc. 3.00 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed.

Excavation in Over Areas exc. 3.00 Metre and not exc. 4.50 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 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, 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 (Road cuttings) not exc. 1.50 Metre wide and not exc. 1.50 Metre in depth for Foundation etc. or for Shafts, Wells, Manholes, Pier Holes, etc. not exc. 10 Sqm on Plan and not exc. 1.50 Metre in depth and getting out as in Hard/Dense Soil, complete all as specified and as directed. NOTE : Road cuttings shall be Making Good with Cement Concrete (40mm graded stone aggregate) having minimum 150mm thick (to maintain the Road Surface Level) will be Measured and Paid separately under respective Item.

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.

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 Loose Filling with Broken Stone aggregates or Boulders of gauge 80mm to 150mm in Soakage Pits, Soakage Wells, etc., complete all as specified and as directed.

M&L Cement Concrete 1:4:8 (40mm graded stone aggregate) in Foundation, Filling and Mass Concrete, etc. including necessary Formwork as ordered, complete all as specified and as directed. NOTE: Cost of Formwork will deemed to be included in the Quoted Unit Rate

M&L Cement Concrete 1:2:4 (20mm graded stone aggregate) in Coping, Bed Plates, Benching, Holdfast, 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 deemed to be included in the 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 and Formwork will be Measured and Paid for separately under appropriate Items.

M&L Reinforced Cement Concrete 1:2:4 (20mm graded stone aggregate) in Columns, Pillars, Piers, Posts and Struts, etc., complete all as specified and as directed. NOTE : Reinforcement and Formwork will be Measured and Paid for separately under appropriate Items.

M&L Reinforced Cement Concrete 1:2:4 (20mm graded stone aggregate) in Roof Beams, Lintel Bands, Cantilevers, Bressumers, Lintels over 1.50 Metre Span, etc., complete all as specified and as directed. NOTE : Reinforcement and Formwork will be Measured and Paid for separately under appropriate Items.

M&L Reinforced Cement Concrete 1:2:4 (20mm graded stone aggregate) in Slabs supported on Walls, Beams and Columns; in Floors, Roofs, Landings Balconies, Canopies, Deck Slabs and in Shelves and the like, complete all as specified and as directed. NOTE : Reinforcement & Formwork will be Measured and Paid for separately under appropriate Items.

M&L Pre-cast Reinforced Cement Concrete 1:2:4 (20mm graded stone aggregate) in Landings, Cover Slabs, Manhole Cover Slabs, etc., Set in Cement Mortar 1:6, complete all as specified and as directed. NOTE : Reinforcement will be Measured and Paid separately under relevant Item.

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 Sides of Pillars, Posts, Struts, Piers, Columns and Stanchions, Flat, Rough Finished surfaces of Concrete, complete all as specified and as directed.

M&L Formwork to Sides and Soffits of Floor or Roof Beams, Girders, Beam Haunchings, Bress-summers, Lintels, Cantilevers, Shelves including Supports, Overhangs, etc. also splays between Floors and Beams, etc., Flat, Rough Finished surfaces of Concrete, complete all as specified and as directed.

M&L Formwork to Soffits of Slabs such as Roof Slabs, Floor Slabs, Landings and Similar Work not exc. 200mm thick (Horizontal or Sloping) Rough Finished Surface of Concrete Flat, complete all as specified and as directed.

M&L Pre-cast Cement Concrete Block Masonry with Solid Blocks in Cement Concrete 1:3:6 (20mm graded stone aggregate), exc. 10 Cm in Width and setting in Cement Mortar 1:4, complete all as specified and as directed.

M&L Pre-cast Cement Concrete Block Masonry with Solid Blocks in Cement Concrete 1:3:6 (20mm graded stone aggregate), exc. 10 Cm in Width and setting in Cement Mortar 1:6, 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 TMT Bars 8.0mm dia, 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 TMT Bars 8mm dia in Stirrups, Spacers and Binders, 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 Cement Concrete 1:2:4 (20mm graded stone aggregate) 40mm thick in Flooring, etc., finished Concrete Surfaces Fair and Even, complete all as specified and as directed.

M&L Rendering 15mm thick in Cement Mortar 1:4 on Brick Works/ Pre-cast Blocks or Concrete Works, mixing with WPC (if/as ordered), finished Plastered Surfaces Even and Smooth without using Extra Cement, complete all as specified and as directed. NOTE : Water Proofing Compound (WPC) will be Measured and Paid saperately under appropriate Item.

M&L Rendering 15mm thick on Bricks/PCC Blocks consisting in 2 layers, Backing/Under layer of 10mm thick in Cement Mortar 1:6 and Float/ Top layer 5.0mm thick in Cement Mortar 1:4 including mixeing WPC to Float/ Top layer, finished Fair and Even, complete all as specified and as directed. NOTE : Water Proofing Compound (WPC) will be Measured and Paid saperately under appropriate Item.

Supply only Water Proofing Compound (as approved), conforming to IS:2645-2003, complete all as specified and as directed.

M&L Preparing Newly Plastered Surfaces of Walls and applying Three Coats of White Wash, complete all as specified and as directed.

S&F PVC (SWR) 75mm bore (dia) Pipe, Single Socketed, in any length with Rubber Ring Joints, fixed to Walls, etc., complete all as specified and as directed.

S&F PVC (SWR) Vent Cowl 75mm bore (dia), jointing with Solvent Cement, complete all as specified and as directed.

M&L Cement Concrete 1:3:6 (40mm graded stone aggregate) in Concrete Bed to PVC (SWR) Drain Pipes of 110mm bore (dia) including Packing Under and Haunching against the Sides of Pipes after they are laid and tested; complete all as specified and as directed. NOTE : Necessary Earth Works will be Measured and Paid for separately under appropriate Items.

M&L Cement Concrete 1:4:8 (40mm graded stone aggregate) in Concrete Bed to Reinforced Concrete Drain Pipes of 200mm bore (dia) including Packing Under and Haunching against the Sides of Pipes after they are laid and tested; complete all as specified and as directed. NOTE : Necessary Earth Works will be Measured and Paid for separately under appropriate Items.

M&L Cement Concrete 1:4:8 (40mm graded stone aggregate) in Concrete Bed to Reinforced Concrete DrainPipes of 250mm bore (dia) including Packing Under and Haunching against the Sides of Pipes after they are laid and tested; complete all as specified and as directed. NOTE : Necessary Earth Works will be Measured and Paid for separately under appropriate Items.

S&F PVC (SWR) 110mm bore (dia) Soil and Waste Pipe, single socketed, in any length with PVC/Rubber Ring Joints, with or without Ears, laid in Trenches, complete all as specified and as directed. NOTE : Necessary Earth Works will be Measured and Paid for separately under appropriate Items.

S&F PVC (SWR) 160mm bore (dia) Soil and Waste Pipe, single socketed, in any length with PVC/Rubber Ring Joints, with or without Ears, laid in Trenches, complete all as specified and as directed. NOTE : Necessary Earth Works will be Measured and Paid for separately under appropriate Items.

M&L Reinforced Concrete Pipes 200mm (Internal dia), Class NP-2 with Collers (as required/ordered at Site), laid in Trenches to required Slope, jointed and tested, complete all as specified and as directed. NOTE : Necessary Earth Works will be Measured and Paid for separately under appropriate Items.

M&L Reinforced Concrete Pipes 250mm (Internal dia), Class NP-2 with Collers (as required/ordered at Site), laid in Trenches to required Slope, jointed and tested, complete all as specified and as directed. NOTE : Necessary Earth Works will be Measured and Paid for separately under appropriate Items.

M&L Cutting into Existing Manholes for Connecting New Reinforced Concrete Drain Pipes of 200mm (Internal dia), Making Good to Pipe and Rendering, Cutting out Existing Benching for and Forming Branch Channel (½ Round or ¾ Section) in Cement Concrete 1:2:4 (20mm graded stone aggregate), Smooth Finished and Reforming Benching as required, complete all as specified and as directed.

M&L Cutting into Existing Manholes for Connecting New Reinforced Concrete Drain Pipes of 250mm (Internal dia), Making Good to Pipe and Rendering, Cutting out Existing Benching for and Forming Branch Channel (½ Round or ¾ Section) in Cement Concrete 1:2:4 (20mm graded stone aggregate), Smooth Finished and Reforming Benching as required, complete all as specified and as directed.

Sunwin Energy and Infra Pvt Ltd

AFTAB ENTERPRISES

M/s GANDHESWAR PHUKAN