Upgradation and Strengthening of Govt. Fruit Plant Nursery Ramnagar by way of Installation of Roof Top Screen House Cum Shade Net House of size 30mx10m at GFPN Ramnagar

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. Side wall foundation= 87mx0.6mx0.3m Center Path = (0.65mx30mx0.10m) Water Tank = 2.13mx2.13mx2.13m Total = 27.12 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. Side wall foundation= 87mx0.3mx0.076m Center Path = (0.65mx30mx0.076m) Water Tank = 2.13mx2.13mx0.076m Total = 3.68 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 Side wall foundation= 87mx0.3mx1m Center Path = (0.65mx30mx1m) Water Tank = 4(2.13mx2.13mx0.23m) + 2(2.13mx2.13mx0.15m) Total = 51.13 Cum

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 10mm bar for Side wall foundation tie beam 10mm bar of length for Tank Floor Raft and Slab 10mm bar for Tank Walls 8mm bar of length for Rings of Tie beam Total = 573.58Kg

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Area = 2x(87mx1m) + 5(1.82mx1.82m) = 190.56 Sqm

12 mm cement plaster to plinth wall of mix 1:3 (1 cement: 3 fine sand) Area = 5(1.82mx1.82m) + 2(87mx0.05m) = 25.26 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 50 mm thick 20 mm size stone aggregate. Floor area = 1.82mx1.82m = 3.31 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 = 2(87mx0.45mx.07m) + 4x(1.82mx1.82mx0.07m) = 6.408 Cum

Hot Dipped G.I. work for Net Structure Screen House 30 m x 10m with buffer room 3m x 2.5m GI Pipe ISI Standard confirming to IS 1239 B Class, Thickness 2mm, GI coat ISI standard confirming to IS 4736-1968/ISO65-1973. For Net Structure Screen House of Size (Working area): 30m x10mx4mx 2.5 m (L x W x CH: SH). :- GI (60mmx60mmx2mm), (50mmx50mmx2mm) and (38mmx38mmx2mm) is of ISI standard IS 1239 class B anti-corrosive, humidity resistant pipe with IS 4736-1968/ISO 65-1973 Zinc coat as approved for maximum J&K, India wind/snow load conditions, structural trusses be provided for absolute strength wind load 160km/hr (BL3-P rigid, wind resistant frame.) Reinforced rigid frame walls and ceiling sealed with internal shell. Trusses (50mmx50mmx2mm):- 15Nos. (27 meter each),Centre truss support(38mmx38 mx2mm):- 26 Nos, (5.5 meter each),Vertical supports(60mmx60mmx2mm):- 46 Nos.(3meterseach), Centre Vertical supports (38mmx38mmx2mm)-26 Nos (2 meters each), Purlins (side wise) (38mmx38mmx2mm):-6Nos.(30 meters each),Purlin Roof Top (38mmx38mmx2mm):-8Nos. (30 meters each), Purlin front/Back(38mmx38mmx2mm):-4 Nos. (10 meter each. Buffer Room- 3m x 2.5m x 3m x2m (L x W x CH: SH):- Trusses (50mmx50mmx2mm):- 3 Nos. (6 meter each), Vertical supports (50mmx50mmx2mm):-8 Nos.(3 meters each), Purlins (side wise) (38mmx38mmx2mm):-6Nos.(2.5 meters each),Purlin (roof top) (38mmx38mmx2mm):-3Nos. (2.5 meters each), Purlin front & Back(38mmx38mmx2mm):-2 No. (3 meter each) Gutter Height: 12 feet minimum, measured vertically from ground level to the gutter level Central (Ridge) Height: 15 feet minimum, measured vertically from ground level to the highest point of the roof.The height of the trusses can be increased as per the site requirement.

Providing and fitting of Aluminium strips/profile (Side & top) 2” -Weight 0.35 Kg / mtr Anodized Anti dust :[email protected]/mtr = 192.50 Kg