Construction of Drain along with Drain Grating Covers and other allied works at Sub Divisional Complex Reasi.(Approx. 75 Mtrs)

Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil for plinth, foundations, septic tank, drain etc.Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth Quantity = 270' × 2'-6" × 2'-6" = 1687.50 Cft = 47.79 Cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) Quantity = 270' × 2'-6" × 4" = 225/75=225.00 Cft approx = 6.37 Cum

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column Quantity = 270’ × 2 × 2'-0" = 1080 Sft = 100.34 Sqm

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Quantity = 270 × 2'-6" × 9" = 506.25 Cft = 14.34 Cum

15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 (1 cement : 4 fine sand) Bed = 270 × 2' = 540 Sft Walls = 270 × 2 × 2' = 1080 Sft Total = 1620 Sft = 150.50 Sqm

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more Steel @ 80 Kg/Cum for RCC Quantity = 20.39 × 80 = 1631.2 Kg

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size Bed = 270' × 2'-0" × 4" = 178.2 cft=180.00 Cft(approx) = 5.10 Cum Wall= 270 × 2 × (6" × 2'-0") = 540.00 Cft = 15.29 Cum Total Quantity = 20.39 Cum

Providing and fixing heavy-duty hot dip galvanized MS Drain Grating Covers comprising 50×50×6 mm MS angle frame and 50×8 mm MS flat bars spaced at 50 mm c/c, with intermediate stiffeners, lifting handles, anchor fasteners and locking arrangement, including cutting, welding, grinding, hot dip galvanizing, loading, unloading, transportation and fixing complete over RCC drain, including all labour, materials, T&P, consumables and incidental charges, complete as per approved design and direction of Engineer-in-Charge. Technical specifications Overall Grating Width: 2'-0" (0.60 m) MS Angle Frame: 50×50×6 mm MS Flat Bars: 50×8 mm @ 50 mm c/c Intermediate Stiffeners: 50×8 mm MS Flat Panel Size: 1.50 m maximum length Lifting Handles: 12 mm dia MS rod Surface Finish: Hot Dip Galvanized as per IS 4759 Zinc Coating: Minimum 85 microns (610 g/sqm) Suitable for heavy-duty vehicular loading Length of Drain = 270 Rft Width of Grating = 2'-0" Quantity = 270' × 2'-0" = 540 Sft= 50.16 sqm@ Rs 3350 per sqm

Carriage of sand, cement, stone, steel etc from a Distance of 35 km to the site of work by mech. Transport. Material consumption and its Carriage includes loading unloading and stacking at site for Carriage of material for 5 km by mechanical transport and carriage of material for 200 meter by manual labour