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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 4 | 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: a. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 5 | b. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 7 | Brick work with 2nd class bricks of class designation 75 in foundation, plinth & in Superstructure in cement mortar 1:6 (1 cement : 6 coarse sand) upto floor V level. |
| 8 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 9 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 coarse sand). |
| 10 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm). |
| 11 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 12 | 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 |
| 13 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre |
| 14 | Carriage of Mterial by Head Load/ A.L. 400 m ( From main road to Boundry wall) a. Carriage of Cement by Head Load/ A.L. 400 m |
| 15 | b. Carriage of Sand by Head Load/ A.L. 400 m |
| 16 | c. Carriage of 20 mm agg by Head Load/ A.L. 400 m |
| 17 | d. Carriage of 40 mm agg by Head Load/ A.L. 400 m |
| 18 | e. Carriage of Bricks by Head Load/ A.L. 400 m Please Enable Macros to View BoQ information |
