Creation of Working Sheds 3 Nos at Govt Fruit Plant Nursery Marta Ramnagar

Amount

Clearing and Levelling of site by employing labour, tool and tackle and levelling of ground by employing men and machinery for start of work. The job includes labour cost, hire charges of tools and tackles, machinery and taxes as applicable.

Earthwork in excavation (Foundations, Plinth, Raft etc) by manual means over area for levelling purpose including disposal of excavated earth beyond 1m from cutting edge and should be disposed in near-by all kind of soil for 3 Nos. sheds of size 20’x20’x11’ Qty = 26.27 Cum Total Quantity for 3 Nos. Sheds = 78.81 Cum 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

Providing and laying of cement concrete (1:5:10) using 40mm nominal size Nallah stone. including curing but excluding the cost of centring and shuttering. All work upto plinth level Quantity = 3.93 Cum Total Quantity for 3 Nos. Sheds = 11.79 Cum

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars of size 8mm, 10mm, 16mm for Plinth Tie Beams, Rafts, Foundations Columns, Rings, Ramp etc. 8mm bar = 72.23 Kg 10mm bar = 488.96 Kg 16mm bar = 192.63 Kg Total Quantity for 3 Nos. Sheds = 3(72.23+488.96+192.63) = 2261.46 Kg

Centring and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Quantity = 91.60 Sqm Total Quantity for 3 Nos. Sheds = 3 x 91.60 = 274.80 Sqm

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m. Quantity = 14.01 Cum Total Quantity for 3 Nos. Sheds = 3 x 14.01 = 42.03 Cum

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 Plinth = 320 Cft Foundations = 216 Cft Raft = 200 Cft Total = 736 Cft = 20.84 Cum Total Quantity for 3 Nos. Sheds = 3 x 20.84 = 62.52 Cum

Cement concrete flooring and foundation as per the site requirement 1:2:4 (1 cement: 2 sand: 4 graded stone finished with a floating coat of neat cement including cement slurry but excluding the cost of noising of steps Complete 50mm thick 20 mm size stone aggregate. Total = 42.73 Sqm Total Quantity for 3 Nos. Sheds = 3 x 42.03 = 128.19 Sqm

Steel work welded in built up section/framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. trusses including primer and enamel paint including nut bolts, kingpost, struts etc. CGI Shed of size 20’x20’x10’ Column Square Hollow Pipe Section (150x150x4mm) = 446.88 Kg Square Hollow Pipe Section Truss/Tie Members (72x72x3mm) = 675.28 Kg Rectangular Hollow Pipe Cross Members/Purlins(60x40x3mm) =197.96 Kg MS Square Plates (8 Nos) of size (2’ x 2’ x 22mm) = 513.28 Kg MS Square Plates (8 Nos) of size (1’ x 1’ x 22mm = 128.32Kg 40 MS Anchor Bolts of size 20mm x 750mm (48 Nos) =91.42 Kg Total = 2053.14 Kg Total Quantity for 3 Nos. Sheds = 3 x 2053.14 = 6159.42 Kg

Electrical fitting by way of Providing and fitting of 100 watt LED Panel of size 300x300mm – 1no. ceiling fans 48”– 2 No. 15W LED Lights – 04 Nos, Job also includes Providing of laying of 1.5mm wire for light points, 5A switches-05 Nos, 5A sockets – 05 nos, 15A sockets and switches – 02 nos conduit etc along with allied electrical necessary fittings. The job includes material cost labour cost and taxes.

Providing and fixing 0.50 mm pre-profiled colour coated corrugated sheets to laid over frame work of trusses columns, purlins and side rails using hot dipped zinc coated self-drilling hexagonal washers, fastener etc. Roof: Total area = 58.06 Sqm Total Quantity for 3 Nos. Sheds = 3 x 58.06 = 174.18 Sqm

Job charges for Carriage of sand, bazri, cement, stone, steel etc from a Distance of 35 km to the site of work by mech. Transport and manual means.

M/S ISHAN ELECTRICAL and MECH. ENGG. WORKS

kuldeep singh

RAHIL MENGI CONTRACTOR