Chain Link Fencing At Govt.Fruit Plant Nursery Sarwal, Pargwal

Site preparation for extraction of chain link fencing at site by way of clearing weeds, bush cutting including uprooting of rank vegetation, grass and Saplings and removal of rubbish along periphery of the site and making proper space for digging. Length of the periphery is 730 RM approx. Complete job includes cost on account of labour charges, hire charges of tools and tackles required for the execution of the job including all types of taxes thereof.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated 50 meter beyond from cutting edge: Periphery: 7182ft3 Gate Column (2no.gates)= 62.50ft3 Total=7244.5ft3= 205.29 m3

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) Periphery:1197ft3 Gate Column=6.20 ft3 Total= 1203.2 ft3=34.09 m3

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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Periphery (BGL) 4488 ft3 Gate Column (BGL)= 36.0 ft3 Total= 4524 ft3= 128.20 m3 Periphery (AGL) : 3591 ft3 Gate Column (AGL) = 128 ft3 Total= 3847 ft3= 109.01 m3 Total=237.21 m3

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns Periphery (BGL) : 5985 ft2 Gate Column (BGL)= 72.0 ft2 Total=6057 ft2 = 563 m2 Periphery (AGL) : 7182 ft2 Gate Column (AGL) = 256.0 ft2 Total= 7438 ft2 = 691.36 m2 Total =1254.36 m3

Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded Uusing angle 50 x 50 x 6mm/ 50 x 50 x 4mm / 40 x 40 x 6mm / 40 x 40 x 4mm. Vertical M.S angle (50x50x6) = 2915.37Kg (40 x 40 x 6mm) = 8195.11 Kg MS Flats (40x3 mm)= 1792.08 kg Total = 12902.56 Kg

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm 1338.48 m2

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work 50x50 mm angle 3x0.05x648=97.2 m2 40x40 mm angle horizontal 3x0.04x1463.41=175.60 m2 40x40 mm angle diagonal 3x0.04x878.04= 105.36m2 40x3mm MS Flat 2x0.04x1902.43=152.19m2 Total =530.35 m2

CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand 667.57 m2

Design, Fabrication, Erection and Fitting of 2 no. Gates of Size 10’-0” x 6’-0” out of MS pipe of requisite size and thickness including fitting of GI mesh of size 50 x 50 mm and of dia of wire 4 mm. The Gate shall be made in two frames having size of 5’-0”x 6’-0” each and 5’-0” x 6’-0”. The complete Job includes fitting of gate with hold fasting in RCC pillars of Size 2’ x 2’ x 8’ with iron TMT bars of 10mm and rings of 8mm including in ratio of 1: 2: 4. The job also include primer, enamel paint, fitting of handles, lock etc.