|
| 1 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Excavation over areas, exceeding 1.5 m deep but not exceeding 3.00 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Excavation over areas, exceeding 3 m deep and but not exceeding 4.50 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Excavation over areas, exceeding 4.50 m deep but not exceeding 6.0 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for cement concrete in foundation filling and mass concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) complete all as specified and directed. |
| 6 | M&L for walling of random rubble stone masonry with stone such as granite, basalt or trap, uncoursed well bonded bedded and solidly hearted built in CM 1:4 complete all as specifed and directed by Engr-in-Charge (PCC bond stones to be used in lieu of stone bond stones the same shall be measured and paid separately). |
| 7 | M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in bond stone in retaining wall, set in CM 1:4 complete with joints including necessary form work to match complete all as specified and directed. |
| 8 | M&L 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in coping/bed block and benching including weathering slightly rounded or chamfered angles and throating including necessary form work, complete all as specified ad directed. |
| 9 | M&L for PVC pipe 75mm dia of pressure rating 10 Kg/Sqcm fixed in retaining wall as weep holes complete all as specified and directed. |
| 10 | Extra over stone walling for hammer dressing with depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones and dressing of face beds and joints, as specified of random rubble walling uncoursed or brought upto courses complete all as specified and directed. |
| 11 | M&L for raised pointing to random rubble walling uncoursed in cement mortor (1:3) complete all as specified and directed. |
| 12 | M&L for hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. |
| 13 | Use and waste of timbering as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc as may be necessary and fixing and removal for excavation not exceeding 1.5m deep, complete all as specified and directed. |
| 14 | Use and waste of timbering as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc as may be necessary and fixing and removal for excavation exceeding 1.5m deep and not exceeding 3.0m deep, complete all as specified and directed. |
| 15 | Use and waste of timbering as planking and strutting for excavations in trenches in soil, including wales, struts, open poling boards, etc as may be necessary and fixing and removal for excavation exceeding 3.00 deep and not exceeding 5.00m deep, complete all as specified and directed. |
| 16 | Returning filling including spreading, leveling watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed. |
| 17 | Removing surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and directed. |
| 18 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for fdn etc or for shaft well, cesspits, manholes, pierholes etc not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting oput in any type of soil, complete all as specified and directed. |
| 19 | M&L concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) for 150mm bore pipe complete all as specified and directed. |
| 20 | M&L reinforced concrete pipe, class NP3, laid and jointed complete with collars 150mm bore laid in trenches and jointed with CM 1:1, complete all as specified and directed. Please Enable Macros to View BoQ information |
