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| 1 | Excavating over areas, n exc1.5 m deep and getting out in hard/dense soil. |
| 2 | Returning/filling in including spreading, levelling, watering and well ramming in layers n exc 25 cmin hard/dense soil. |
| 3 | Removing excavated material n.exc 50m and depositing where directed at a level n exc 1.5m above the starting point. |
| 4 | Rough excavation notexceeding1.5 m deep andgetting out in hard/dense soil. |
| 5 | M & L for PCC 1:3:6 Type D-2 (using 40mm graded aggr) asin foundations,filling and mass concrete. |
| 6 | M&L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as cement concrete in Sub-base floors, sub-bases floors and pavings etc complete all as specified. |
| 7 | M&L for 75 mm thick PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in floor finishes. |
| 8 | M & L for Walling of random rubble,uncoursed, well bonded, beddedand solidly hearted, builtin CM 1:6 complete all as specified and directed. |
| 9 | M & L for wall random rubble walling brought up to course with cement mortar 1:6 complete all as specified and directed. |
| 10 | M & L for hand packing (anythickness) at back of wallsover arches etc. and raising(or lowering)to the required level with broken stone/boulder and base for hard standing complete all as specified and directed. |
| 11 | M & L for raised pointing to randomor polygonal rubble, un coursed or brought uptocourses with cement mortar 1:4 complete all as specified and directed. |
| 12 | M & L for cement concrete 1:2:4(using 20mm graded aggr) in lintels upto1.5m clearspan,cills,steps; seismicand other similar bands,plinth courses, string courses,lacing courses, parapets andrailings upto 60 cm in height,copings, kneelers, apex stones, bed plates, kerbs not providedfor in Item 04028, watertroughs and the like including weathering,slightly rounded or chamfered angles andthroating, as directed. |
| 13 | S & F PVC (SWR) pipes singlesocketed,inanylengthwith rubber ring joints, laid in trenches or fixed into weep holes 75mm bore, complete all as specified and directed. |
| 14 | M&L for hard core of gauge n.exc 63mm (broken stone and boulders), deposited, spread and levelled in layers nexc 15 cm thick, watered and rammed to a true surface. |
| 15 | Forming 12 mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’and 100mmthickness of slab concrete slabcomplete all as specifed and directed. |
