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| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding1.5 m in depthand getting out inhard/dense soil complete all as specified and as directed. |
| 2 | Excavating over areas,n exc1.5 m deep and getting out in hard /dense soil complete all as specified and as directed. |
| 3 | Returning, filling, in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed. |
| 4 | Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed. |
| 5 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed. |
| 6 | M & L for PCC 1:4:8, type D2(using 40 mm graded crushedstone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 7 | M&L for Pre-Cast Plain Cement Concrete(1:3:6) type C1 using 20mm graded stone crushed aggregate as in bonders stone set in Cement Mortar 1:6complete all as specified and as directed. |
| 8 | M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in benching and coping, cills, hold fasts, fixing of post, water trough etc. includingnecessary formwork (straight or curved) complete all as specified and as directed. |
| 9 | M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, using 20mm thick Granite or Trap stone complete all as specified and as directed. |
| 10 | M&L for hand packing any thickness of broken stone or boulder at back of wall pitching, laid dry, hand packed tightly complete all as specified and as directed. |
| 11 | M&L for raised pointing to random or ploygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and as directed. |
| 12 | S&F for (SWR) pipes,75mm bore single socket in any length with rubber ring joint, weep hole etc complete all as specified and as directed. |
| 13 | M & L for PCC 1:3:6,type C2(using 40 mm graded crushed stone aggregate) as in surface channel or drain including necessary form work complete all as specified and as directed. |
| 14 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, includingforms, moulds, mi- tred/stopped ends etcc complete all as specified and as directed. |
