Civil Work of Sugar Godown (20000 Ton Sugar Storage Cap.)

By Mechanical Transport Including Loading, Unloading and Stacking Lime, Moorum, Building Rubbish 2km. as per HSR item no. 3.1.2 Remarks: - Rates required per Cum

Banking Excavated Earth in layer not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ ton roller, or wooden or steel ramers, and rolling every third and top most layer with power roller of minimum 8 tons and dressing up in embankments for roads, flood bank, marginals banks and guide banks lead up to 50 mtr. and lift up to 1.5 mtr. all kinds of soil. as per HSR item no.4.9.1 Remarks: - Rates required per Cum

Earth Work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation, trenches in all kinds of soil, as per HSR item no.4.14.1 Remarks: - Rates required per Cum

Filling available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering etc. as per HSR item no.4.32 Remarks: - Rates required per Cum

Providing and laying in position cement concrete 1:3:6 with graded stone aggregate 20mm nominal size excluding the cost of centering and shuttering below plinth level and up to floor IV level, as per HSR item no.6.1.4 Remarks: - Rates required per Cum

Providing and laying in position cement concrete 1:4:8 with graded stone aggregate 40mm nominal size excluding the cost of centering and shuttering below plinth level and up to floor IV level, as per HSR item no.6.1.6 Remarks: - Rates required per Cum

Providing and laying damp proof course with Cement Concrete 1: 1.5:3 with graded stone aggregate 20MM Nominal Size: - 50 MM thick. as per HSR item no.6.9.1 Remarks: - Rates required per Sqm

Reinforced cement concrete work in walls, columns, pillars, abutment, post, struts etc. (RCC 1:1.5:3) with graded stone aggregate 20 mm nominal size above plinth level up to floor IV level excluding cost of centering, shuttering, finishing and reinforcement as per HSR item no.6.15.1 Remarks: - Rates required per Cum

Centering & Shuttering including strutting, propping etc. and removal of Form Work for Foundations, Footings, bases for columns. as per HSR item no. 6.29.1 Remarks: - Rates required per Sqm.

Steel Reinforcement for RCC work where not included in the complete rate of RCC including straightening, cutting, bending, placing in position spacer bars, chairs etc. complete in all respect (TMT Fe 500). as per HSR item no. 6.34.6 Remarks: - Rates required per Kg.

Providing and laying in position Machine Batched and Machine Mixed Design Mix M25 Grade Cement Concrete for reinforced Cement Concrete work, using Cement Content as per approved design Mix, including Pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportions to accelerate, improve workability etc. All works up to Plinth Level. as per HSR item no. 6.25.1 Remarks: - Rates required per Cum.

Providing and laying in position Machine Batched and Machine Mixed Design Mix M25 Grade Cement Concrete for reinforced Cement Concrete work, using Cement Content as per approved design Mix, including Pumping of Concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportions to accelerate, improve workability etc. All works above Plinth Level up to Floor IV Level. as per HSR item no. 6.25.2 Remarks: - Rates required per Cum.

Centering and shuttering including strutting propping etc. and removal of form work for Lintels, Beams, Plinth Beams, Girders & Cantilevers. as per HSR item no. 6.30.5 Remarks: - Rates required per Sqm.

Centering and shuttering including strutting propping etc. and removal of form work for columns, pillars, piers, abutments, post and struts. as per HSR item no. 6.30.6 Remarks: - Rates required per Sqm.

Centering and shuttering including strutting propping etc. and removal of form work for extra for Arches, Domes, Vaults exceeding 6 Mtr. Span. as per HSR item no. 6.30.10 Remarks: - Rates required per Sqm.

Centering and shuttering including strutting propping etc. and removal of form work for vertical and horizontal fins individually & Forming Box Louvers Band, Facias and Caves Boards. as per HSR item no. 6.30.13 Remarks: - Rates required per Sqm.

Centering and shuttering including strutting propping etc. and removal of form work for Weather Shade, Chajjas, Corbels etc. including Edges. as per HSR item no. 6.30.19 Remarks: - Rates required per Sqm.

Brick Work with Common Burnt Clay Non-Modular Bricks of Class Designation 10.5 in Foundation & Plinth in Cement Mortar 1:6, as per HSR item no. 7.21.2 Remarks: - Rates required per Cum.

Brick Work with Common Burnt Clay Non Modular Bricks of Class Designation 10.5 in Super Structure above Plinth Level up to Floor IV Level in all Shapes & Sizes in Cement Mortar 1:6. as per HSR item no. 7.22.2 Remarks: - Rates required per Cum.

Brick Work and Stone Masonry NA Miscellaneous Brick Work Items Extra for Making Tapered Surface of Brick Masonry. as per HSR item no. 7.59 Remarks: - Rates required per Sqm.

Providing Gola 75 x 75MM in Cement Concrete 1:2:4 with Stone Aggregate 10MM & Down Gauge, Including Finishing with Cement Mortar 1:3 in 75 x 75MM Deep Chase. as per HSR item no. 9.17.1 Remarks: - Rates required per Running Meter.

Providing & Fixing Pre-Quoted Galvanized Iron Profile Sheets 0.50 MM (+ 0.05%) total quoted thickness with Zink Quoting 120 gram per Sq. Mtr. in 240mpa 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 transportations and should be supplied in single length up to 12 Mtr. The Sheet shall be fixed using self-drilling/self-tapping screw, excluding the cost of purlins, rafters and trusses and including cutting to Size & Shape wherever required. as per HSR item no. 9.33 Remarks: - Rates required per Sqm.

Providing & Fixing Pre-Quoted Galvanized Steel Sheet roofing accessories 0.50 MM (+ 0.05%) total quoted thickness with Zink Quoting 120 gram per Sq. Mtr. in 240mpa 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 screw complete. Ridges plane (500-600 MM). as per HSR item no. 9.34.1 Remarks: - Rates required per Running Meter.

Providing & Fixing Pre-Quoted Galvanized Steel Sheet roofing accessories 0.50 MM (+ 0.05%) total quoted thickness with Zink Quoting 120 gram per Sq. Mtr. in 240mpa 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 screw complete. Ridges plane (500-600 MM). as per HSR item no. 9.34.2 Remarks: - Rates required per Running Meter

Providing & Fixing Pre-Quoted Galvanized Steel Sheet roofing accessories 0.50 MM (+ 0.05%) total quoted thickness with Zink Quoting 120 gram per Sq. Mtr. in 240mpa 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 screw complete. North Light Curves. as per HSR item no. 9.34.3 Remarks: - Rates required per Running Meter

Providing & Fixing Pre-Quoted Galvanized Steel Sheet roofing accessories 0.50 MM (+ 0.05%) total quoted thickness with Zink Quoting 120 gram per Sq. Mtr. in 240mpa 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 screw complete. Crimp Curve. as per HSR item no. 9.34.5 Remarks: - Rates required per Sqm.

Supplying & Filling in Plinth with Sand (Conforming to Zone IV) under Floors, including watering, ramming, consolidating and dressing complete. as per HSR item no. 10.2 Remarks: - Rates required per Cum

15 MM Cement Plaster on Rough Side of Single or Half Brick Wall of Mix 1:4 (1Cement: 4 Coarse sand). as per HSR item no. 11.9.1 Remarks: - Rates required per Sqm.

20 MM Cement Plaster of Mix 1:4 (1Cement: 4 Coarse sand). as per HSR item no. 11.10.1 Remarks: - Rates required per Sqm.

Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. as per HSR item no. 11.60 Remarks: - Rates required per Sqm.

Colour washing such as Green, Blue or Buff to give an even shade: New work (Two or More coats) with a base coat of whiting. as per HSR item no. 11.62.2 Remarks: - Rates required per Sqm.

Applying priming coat with ready mixed Red oxide Zink chromate primer of approved brand and manufacturer on steel galvanized iron-steel works as per HSR item no. 11.68.3 Remarks: - Rates required per Sqm.

Painting the wooden/metal surface with synthetic enamel paint of approved brand and manufacturer to give a shade two or more coats on new work. as per HSR item no. 11.82.1 Remarks: - Rates required per Sqm.

Finishing walls with water proofing cement paint of required shade: new work (Two or More coats applied @ 3.84 Kg/10 Sqm.) As per HSR item no. 11.93.1 Remarks: - Rates required per Sqm.

Providing and fixing fly proof galvanized M.S. Wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teek wood beading 62x19mm as per HSR item no. 12.53.1 Remarks: - Rates required per Sqm.

Structural steel work riveted, bolted or welded in built of sections, trusses and frame work, including cutting, hoisting, fixing in position and applying a priming coat approved steel primer all complete. As per HSR item no. 13.28 Remarks: - Rates required per Kg.

Providing and fixing of bolts including nuts and washer complete per HSR item no. 13.32 Remarks: - Rates required per Kg.

Supplying and fixing rolling shutter of approved make, made of required sizes- M.S. laths, interlock together through their entire length and joint together at the end by end locks, mounted on specially designed pipe shafts with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete , including the cost of providing and fixing of necessary 27.5 cm long wire spring manufactured from high tensile steel wire of adequate strength and M.S. top cover of required thickness for rolling shutter as per HSR item no. 13.37.2 Remarks: - Rates required per Sqm.

Providing and fixing in position LDPE film of 500 micron (0.50 mm) of grade 231 or bed and sides of canal including cost of all material, labour, laying, jointing as per specifications etc. complete with all leads and lifts. As per HSR item no. 14.36 Remarks: - Rates required per Sqm.

Compacting original ground compaction of and preparation of sub grade including loosening, leveling of earth 225 mm thick. top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as per HSR item no. 17.5.3 Remarks: - Rates required per Sqm.

Water bound Macadam Gr. 1 providing, laying , spreading and compacting stone aggregate of specific sizes to water bound macadam specifications including spreading in uniform thickness hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tons in stages to proper grade and camber, applying and rooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORTH specification as per HSR item no. 17.22.2 Remarks: - Rates required per Cum.

Extra for providing mechanical device chain and crank operation for operating rolling shutters exceeding 16.80 Sqm in area as per HSR item no. 13.39.2 Remarks: - Rates required per Sqm.

Ms Shree Shyam Contstruction and Enggering

M S CONSTRUCTION

SINGHAL ENGINEERING