Providing 7 feet 9 inch high enclosure (1 feet 9 inch high brick Toe wall and 6 feet 0 inch high PVC coated GI interlocked fencing over wall) along with steel gate in research area of Department of Agriculture Meteorology at CCS HAU, Hisar

Amount

Earth work in excavation in foundations, trenches, etc .in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches ,stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6)

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. (b) hard/dense soil {HSR 6.25 (b)}

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.28)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.41)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level (HSR 10.59)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns,(square or rectangular) battens and lintels etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (HSR 10.86)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects, (For work upto 1.5 metres below ground level) (HSR 10.90)

(a) Extra over item Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {HSR 10.95 (a)}

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10)

Cement pointing 1:2 deep variety on brick and tile work (HSR 15.60)

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 16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9)

Finishing walls with exterior decorative cement based paints such as snowcem , Robbiacem etc. on new work, two coats to give an even shade.(HSR 16.61)

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- {HSR 18.1} (b)M.S. Flats

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- {HSR 18.1} (c)Tees, angles and channels

Wrought iron and mild steel (using angles, flats square bars. tees and channels) ladders, grills, gratting frames, window guards, iron door openable or fixed stair case or parapet or any other type of railing , gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC incluidng straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position, complete in all respect for all heights/depths/storeys/basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separtely for different diameters as actually used in work excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

Providing and fixing IRC fabric of size 75mm X 75 mm, made of 2.70 to 3.15 mm diameter wire, in steel frame with 3 mm thick MS flat iron cover moulding of 12.5 mm width fixed with machine screws, welded, complete in all respects as per architectural drawing & design., complete. (excluding cost of steel frame and MS flat) (NS)

Providing and fixing 8 gauge G.I. wire at the top, middle & bottom of PVC interlocked fencing includng binding with fencing posts by means of 16 gauge G.I. wire (GI wire used for binding shall not be meausred for payment), for strengthening, complete in all respect. (NS)

Providing and fixing 2" long G.I. bolts with nuts & washers fixed on angle iron post & flat including making holes in post & flat, complete in all respect as directed by Engineer in-charge. (NS)

Earth filling under road with dune sand ( tiba sand), brought from outside (any lead) in 25 cm layers including laying, dressing, watering, rolling with road roller to specifications/ consolidating, excavation, carriage, loading, unloading and compensation, etc., complete in all respects. (NS)

Providing and fixing PVC coated GI interlocked/chain link fencing of size 3" x 3" (superior quality interlocked/chain link fencing, having hot dip GI wire, of Make as approved by Engineer-in-Charge and confirming to IS specifications) of 5 mm diameter {3mm dia GI wire and 1 mm thick PVC coating over the circumference of wire (total thickness of PVC coating would be 2 mm over the wire) it is made clear that the wire size with PVC coating would be of 5 mm dia meter} fixed over angle iron posts by means of MS flat and MS bolts/nuts (items of angle iron posts, flats and bolts/nuts shall be paid separately under respective HSR items) including cutting, drilling holes in angle iron posts, flats etc. complete in all respect as directed by Engineer-in-Charge. (NS)

THE BALA JI SHAKTI COOP MULTI PURPOSE SOCIETY LIMITED HISAR

Mukesh Contractor

Kundu Construction