Providing 2 Nos. lifts in Haryana Public Service Commission Building in Sector-4, Panchkula.

Amount

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 Mtrs. (HSR 6.6)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (HSR 8.5 (b)

Dismantling Concrete. reinforced cement concrete with cleaning and straightening and cutting of bars if required. (HSR 8.6 (e)).

Removing doors and window (wooden and steel) together with the dismantling of walls. (HSR 8.17) (a) Doors

Windows

Clerestory window`

Dismantling cement conglomerate/ terrazzo floors 25 mm to 50 mm Thick including concrete base. (HSR 8.25)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in Shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. (HSR. 10.81+10.95 (a)). First Storey

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. (HSR. 10.82 + 10.95 (a)

Cement concrete 1:1½:3 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 + 10.95 (a) (i) Basement

Ground Floor

First Floor

second floor

Third floor

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). (HSR. 10.90 + 10.95 (a)).

Laying and fixing Granite stone in all shades 15mm to 18mm thick in skirting/dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite including labour for fixing cramps pins and dowels etc. (excluding the cost of granite stone). (HSR 14.95).

12mm thick cement plaster on walls (1:6). (HSR 15.7). (i) Basement

Ground Floor

First Floor

second floor

Third floor

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12). (i) Basement

Ground Floor

First Floor

second floor

Third floor

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58).

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81).

Providing and fixing glazing aluminum door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminum snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. [HSR 17.98 (b)].

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732. 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)

Rebarring of Reinforcing bars (TMT with existing bars including drilling holes, using appropriate chemical, making good the drilled area etc. complete in all respects. (NS) (i) 12 mm bars

16 mm bars

First class brick work laid in cement sand mortar 1:6 in 1st storey up to 4 Metre above Plinth Level (HSR. 11.7)

Anil Bhardwaj