Replacement Left Out damaged Chain Link Fencing of the Sub Divisional Complex along with other allied works at Reasi.(Approx. 75 Mtrs)

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. QTY= 1660 kg

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer incharge Qty= 260' × 1'× 2'- = 520Cft=14.72 Cum

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for column Quantity = 2 × 260' × 2'-6" = 1300 Sft = 120.77 Sqm

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more Steel @ 45 Kg/Cum for RCC Quantity = 24.91 × 45 = 1120.95Kg

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=24.91 Cums.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2mm dia wire or nuts bolts and washers as required complete as per the direction of Engineer incharge made of GI wire of dia 4mm Quantity = 260’ x 6’ = 1560 Sft = 144.92Sqm

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. Structural Steel Post Calculation Length of fencing = 260 ft Post spacing = 8 ft c/c Number of spans = 260 ÷ 8 = 32.50 ≈ 33 spans ,Number of posts = 33 + 1 = 34 Nos. Steel Quantity Line Posts (MS Angle 65 × 65 × 6 mm, 2.40 m long) ,Quantity = 34 Nos. Total length = 34 × 2.40 = 81.60 m, Weight @ 5.80 kg/m Steel = 81.60 × 5.80 = 473.28 kg Corner/End Posts Corner & End Posts = 6 Nos. ,Size = 75 × 75 × 6 mm Length = 2.40 m each Total length = 6 × 2.40 = 14.40 m ,Weight @ 6.80 kg/m Steel = 14.40 × 6.80 = 97.92 kg Total Structural Steel Line posts = 473.28 kg Corner/End posts = 97.92 kg Total = 571.20 kg (≈ 572 kg) Total Quantity = 572 Kg

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work Quantity= 180Sqm

Carriage of sand, cement, stone, steel etc from a Distance of 35 km to the site of work by mech. Transport. Material consumption and its Carriage includes loading unloading and stacking at site for Carriage of material for 5 km by mechanical transport and carriage of material for 200 meter by manual labour