Establishment of Snow Clearance Room and Machinery Yard at Sanasar

Site Preparation 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. Complete as per direction of Engineer-in-Charge. Plinth 220'×2'×3' = 1320 Cft; 20 column foundations = 540 Cft; septic tank 8'×8'×8' = 512 Cft; water tank 8'×8'×8' = 512 Cft; Total 2884 Cft = 81.69 Cum Area to be excavated keeping in view the earth quake resistance for which a 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. Qty:- 220'×2'×6" = 220 Cft; 20 foundations = 90 Cft; septic tank = 32 Cft; water tank = 32 Cft; Plinth protection =82.5 cb ft Total 456.5 Cft = 12.92 Cum

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. Qty = 91.52 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 10mm bar for Plinth Tie beam= 9756’= [email protected] per metre= 1834.72 Kg 8mm bar for Plinth Tie beam Rings , foundations = 2846’=8 867.46 [email protected] per metre= 342.64 Kg 16mm bar for Foundation Column= 1080’[email protected] per metre= 526.56 Kg Total= 2703.92 Kg

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Qty = 205.12 sqm

15 mm cement plaster to plinth wall of mix 1 : 4 (1 cement : 4 fine sand) for water tank walls, tank flooring and RCC plinth 1’ of Prefabricated unit AGL. Qty = 162.58 sqm

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 20mm size stone aggregate. Floor area=153.29 sqm

Structural 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. 6 No. of truses including primer and enamel paint including nut bolts, kingpost, struts etc. 1 -Columns 100×100×5 mm 20 × 16' = 97.536 m × 14.915 kg/m =1,455.10 kg 2-Base plates 300×300×8 mm 20 × 0.30 × 0.30 × 0.008 × 7850 =113.04 kg 3-Bottom chord – 38×32 shed 4 × 32' = 39.014 m × 5.50 =214.58 kg 4-Bottom chord – 20×20 shed 3 × 20' = 18.288 m × 5.50=100.58 kg 5-Rafters – 38×32 shed 4 × 2 × 16.763' = 40.88 m × 5.50=224.84 kg 6-Rafters – 20×20 shed 3 × 2 × 11.180' = 20.45 m × 5.50=112.48 kg 7-Purlins – 38×32 shed 8 × 38' = 92.66 m × 5.50=509.63 kg 8-Purlins – 20×20 shed 8 × 20' = 48.77 m × 5.50=268.24 kg 9-Upper bracing – both sheds 220' = 67.056 m × 5.50=368.81 kg 10-Lower bracing – both sheds 220' = 67.056 m × 4.43=297.06 kg 11-Anchor bolts – 4×20 mm/column 20 × 4 = 80 Nos. × 750 mm × 1.849 kg/bolt 147.92 kg TOTAL STEEL=3,811.28 kg

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 (1 cement : 6 coarse sand), as applicable for internal walls. Qty = (32'×8'×9") = 192 Cft; 8'×8'×4" = 21.33 Cft; 2×(32'×7'×4") = 149.33 Cft; 6×(2'×3'×9") = 27 Cft; Rotal 581.66 Cft = 16.47 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 Qty = 96.02 Cum