Renovation of Switchroom of Rewari Road Pump House

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead in cement mortar(HSR 5.7.4)

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 meters lead of (HSR 5.15.1) GS Sheet.

Removing rolling shutters including top cover, brackets and side sqm guides etc. Complete (HSR 5.41)

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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (HSR 4.14.1) All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level . (HSR 6.1.4) 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for : (HSR 6.29.1) Foundations, footings, bases for columns

Brick work with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in: (HSR 7.21.2) Cement mortar 1:4 (1 cement: 4 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: Unit 6.1.1 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 cum graded stone aggregate 20 mm nominal size) HSR 6.1.1.

Providing and laying damp-proof course with cement concrete 1: 2: 4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) (HSR 6.8.2) (40 mm thick)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to Floor-IV level in all shapes and sizes in Cement Mortar 1:4 (1 Cement: 4 Coarse sand) HSR 7.22.1.

Filling available excavated earth (excluding rock) in trenches, cum 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 up to 1.5 m. (HSR 4.32)

Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR 4.33)

Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR10.9)

Supply and Fixing of Rolling Shutters of approved make, made of required size M.S Laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 Cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454- Part-1 and M.S top cover of required thickness for rolling shutters. 13.37.1 80x1 0.25 mm M.S laths with 1.25 mm thick top cover (HSR 13.37.1)

12 mm cement plaster of mix : (HSR 11.5.3) 1 :4 (1 cement: 4 fine sand)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade HSR 11.78.

Finishing walls with water proofing cement paint of required shade (HSR 11.93.1) New work (Two or more coats applied

Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : (HSR 11.71.1) Two or more coats on new work

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and comers, all necessary fittings complete, including applying a priming coat of approved steel primer. (HSR 13.6.1) using M.S. angels 40x40x6 mm for diagonal braces

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. (HSR 9.22.2) 0.80 mm thick with zinc coating not less than 275 gm/m2

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(HSR 13.28)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level mild steel and medium tensile steel bars (HSR 6.34.1)

Credit of Old Steel & CGI Sheet

Credit of Old Brick Work