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| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil, complete all as specified and directed. |
| 2 | Excavation in post holes (or similar hole) each in hard and dense soil n.exc 0.50 cu m getting out and removing surplus spoil at a distance not exc 50 metre and making good surfaces complete all as specified and directed. |
| 3 | Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation, for fencing post complete all as specified & directed. |
| 4 | Mild steel round bars 10mm dia and over Fe-410-W (Gde.E-250) quality-A, cut to length bent to shape required, including cranking, bending spirally for columns, hooking ends and binding complete all as specified. |
| 5 | Mild steel work as in iron post / posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc, flat iron fillets including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde -E-165) complete all as specified and directed. |
| 6 | Mild steel screw bolt (machine made) with hexagonal or square at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal exc 5cm but n.xc 10cm long, diameter of shank 5 to 10mm, complete all as specified and directed. |
| 7 | Galvanized, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including, securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins, etc. as directed (each line of wire to be measured) fixed as in repair complete all as specified and directed. |
| 8 | Supply only chain link fencing of n.exc 4.00 mm dia galvanized steel wire, size of mesh as approved complete all as specified and directed. |
| 9 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire complete all as specified and directed. |
| 10 | Preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed. |
| 11 | Two coats of synthetic enameled paint on steel and iron surfaces over one coat of red oxide primer on primer on surfaces of any description n.exc 10 cm width or girth when unconnected with other painting or when painted in a different tint including preparation of new surfaces complete all as specified & directed. |
| 12 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft and loose soil all as specified & directed by Engineer-in-Charge. |
| 13 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc.25cm thick each layer of soil all as specified. |
| 14 | Removal excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed. |
| 15 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed. |
| 16 | Reinforced cement concrete, type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc., basement slabs, under-reamed piles and mass concrete and the like complete all as specified and directed (reinforcement shall be measured and paid for separately). |
| 17 | Reinforced cement concrete, type A-1, 1:1½:3 (nominal mix, using 20mm graded crushed stone aggregate) as in columns, pillars, posts and struts etc complete all as specified and directed (reinforcement shall be measured and paid for separately). |
| 18 | Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter to give rough finish to flat surfaces complete all as specified and directed. |
| 19 | Form work to sides of pillars, columns and similar items (square, rectangular or polygonal) including edges rough finished surface of concrete flat complete all as specified and directed. |
| 20 | TMT bars for reinforcement, 10mm dia & over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed by Engineer-in-Charge. |
| 21 | All as per serial item No 20 herein before but 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, -ditto- |
| 22 | 15mm thick rendering in cement mortar 1:4 on brick walls or concrete surface and finished fair and even without using extra cement complete all as specified & directed. |
| 23 | Preparation of new plastered surfaces of walls and applying two coats of cement base paint, of approved tint complete all as specified and directed. |
| 24 | Mild steel framed work as in doors or gates of angles or other sections with gusset plates complete drilled for fixing of steel sheeting or other covering. Doors etc to be prepared for hanging or sliding with including hooks and hinges (excluding of covering steel sheeting) fastening, locking arrangement, etc conforming to Fe-410-O or Fe-310-O all as specified and directed. |
| 25 | Mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) with riveted, bolted or welded attachment using Fe 290-W (Gde-E- 165) quality- A complete all as specified and directed. |
| 26 | Preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified & directed. Please Enable Macros to View BoQ information |
