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| 1 | Excavating over areas n.exc 1.5 m deep and getting out in hard and dense soil complete all as specified and directed. |
| 2 | Excavation over areas, exc 1.5 m but n.exc 3.00 m deep and getting out in hard/dense soil, complete all as specified and directed. |
| 3 | Excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil. |
| 4 | Excavating in Trenches 1.5 m wide and exc 1.5 m and not exc 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil |
| 5 | Excavation in post hole (or similar holes) each n.exc 0.5 cum and getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50 m and making good in hard/dense soil. |
| 6 | M&L for PCC 1:2:4, type B2 using 40mm graded stone aggregate as in foundation, footing and mass concrete complete all as specified and directed. |
| 7 | M&L for Mild steel TMT bar 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed. |
| 8 | M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent 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 and directed. |
| 9 | M&L for Steel Formwork and steel props to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter in fair finished complete all as specified and directed. |
| 10 | M&L for Steel Formwork and steel props to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter in fair finished complete all as specified and directed. |
| 11 | M&L for Use and waste flat Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to better complete all as specified and directed. |
| 12 | M&L for RCC M-30 design mix in foundation, footings, bases of retaining wall and the like any thickness above or below footing incl attached pilasters etc complete all as specified and directed. |
| 13 | M&L for RCC M-30 design mix in wall, retaining wall, basement of wall, ballast walls and the like any thickness above or below footing incl attached pilasters etc complete all as specified and directed |
| 14 | S&F PVC pipe 75mm dia wrapped with wire netting at mouth of pipe with fixed complete to walls, ceiling or in floors etc for weep holes, complete all as specified and directed. |
| 15 | M&L for Loose filling with dry aggregate (broken stone or boulders) of gauge 40 to 60mm at back side of weep holes complete all as specified and as directed. |
| 16 | M&L for Loose filling with dry aggregate (broken stone or boulders) of gauge 60 to 80mm at back side of weep holes complete all as specified and as directed. |
| 17 | M&L for Boring holes, 150 mm dia, 3m deep in soil for micro piles and getting out and disposal of spoil to a distance n.exc 50 m complete all as specified and as directed. |
| 18 | M&L for filling micro pile with cement and M-sand grout in the ratio 1:1 to be placed under gravity head complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 19 | M&L for filling micro pile with cement and M-sand grout in the ratio 1:1 to be placed under gravity head complete all as specified and as directed. Please Enable Macros to View BoQ information |
