Fabrication and Erection of Structural Steel Shed to be used for Parking of Vehicles. of size 30 ft x 15 ft x12 ft including Flooring and other allied works at Udhampur

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 1 Nos. sheds of size 30’x15’x12’ 90’x2’x1’-6”(Plinth) + 6(3’x3’x3’)(Foundations) + 30’x15’x6’’(Floor) + 30’x3’x6’’(Ramp) + 66’x3’x6’’(Plinth Protection)= 801 Cft = 22.68 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 (SCH – 2.8.1.2) @ Rs 586.65 per Cum

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 = 90’x1’-6”x3” + 6(3’x3’x3”) + 30’x15’x3” + 30’x3’x3’’ + 66’x3’x3’’ = 231.75 Cft = 6.56 Cum (SCH-4.4.8) @ Rs 4826.50 per 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 = 90 x3’ = 270’ = 248.71m@ 0.395 kg/m = 32.50 Kg 10mm bar = 95’x6 + 6(3’x7 +3’x7) + (30’x4 + 3’x30) = 1032’ = 314.55m@ 0.617 kg/m = 194.07 Kg ,16mm bar =6(5’x6) =180’ = 54.86m@ 1.58 kg/m = 86.67 Kg Total Quantity = 313.24 Kg (SCH-5.22.1) @ Rs 115.35 per Kg

Centring and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Quantity = 6(12’x4’) + 2(90’x2’) = 648Sft = 60.20Sqm, (SCH-4.6.1) @ Rs 286.35 per 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 = 30’x15’x6’’ + 2(90’x1’x3”) + 30’x3’x3” + 66’x3’x3’’ = 342Cft = 9.68 Cum (SH. 2.11) @ Rs 218.40 per 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 = 90’x1’x2’ = 180 Cft Foundations = 6(4’x2’-6’’x2’-6’’) = 150Cft Ramp = 30’x3’x6’’= 45Cft Total = 375Cft = 10.61 Cum (SH. 5.1.2)@ Rs7788.40per 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 = 30’x15’ + 66’x3’ = 648Sft = 60.20 Sqm (SCH-11.3.3) @ Rs 562.15 per 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’x12’ Column Square Hollow Pipe Section(100x100x3mm) = 6x12’ = 72’ = 21.945m@ 8.87Kg/m = 194.65 Kg Square Hollow Pipe SectionTruss/Tie Members(72x72x2mm) = 20’x3 + 17’x3 + 94’x1 + 32’x5 + 17’x 10 = 535’ = [email protected]/m = 710.09Kg Rectangular Hollow Pipe Cross Members/Purlins(40x20x2mm)= 150’ = [email protected]/m = 81.38 Kg MS Square Plates (06 Nos) of size (1’-6’’x1’-6’’x 10mm)@15.89 Kg per Sft = 2.25 Sftx15.89x06 = 214.51 Kg 40 MS Anchor Bolts of size 20mm x 750mm( 36 Nos) 36 x 2'-6" = 90' = [email protected] per metre =68.57 Kg Total = 1269.20 Kg (SCH-10.2.2) @ Rs 138.20 per Kg

Electrical fitting by way of Providing and fitting of 100 watt LED Panel of size 300x300mm – 1no. 15W LED Lights – 06 Nos, Job also includes Providing of laying of 1.5mm wire for light points, 5A switches-05 Nos, 5A sockets – 05 nos, 15A sockets ans 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 = 34’x18’ = 612 Sft = 56.85Sqm (SCH 20-12.1.6) @ Rs 852.50 per Sqm