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| 1 | Excavation in trenches, not exceeding 1.5 mtr wide andexceeding 1.5 mtr but not exceeding 3 Mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out insoft/loose soil, complete all as specified and directed. |
| 2 | Excavation over areas, n.exc 1.5 m deep andgetting out in any type of soil soil complete all as specified and directed. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed. |
| 4 | Removing excavated materials soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed. |
| 5 | Hard core of broken stone or boulders of gauge not exc 100 mm deposited ,spread and leveled in layer not exc 15 cm thick complete all as specified and directed. |
| 6 | PCC 1:3:6 (nominal mix) type C-2(using 40mm graded crushed stone aggregates) as in foundation filling and mass concretecomplete all as specified and directed. |
| 7 | Precast Cement concrete 1:2:4 (nominal mix) type B-1(using 20mm graded crushed stone aggregates) as in bond stone , set in CM 1:4, complete all as specified and directed. |
| 8 | Plain cement concrete 1:2:4 ( nominal mix ) type B-1 (using20mm graded crushed stone aggregates) as in cement concrete in roof kerbs or mud stops, rounded or chamfered on edges, lintels upto 1.5m clear span, cills, steps; seismic and othersimilar ands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating,includingnecessary formwork where required complete all as specified and directed. |
| 9 | Extra for formingfair finished drain or channel n.exc 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc complete all as specified and directed. |
| 10 | Walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, complete all as specified and directed. |
| 11 | Walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:4, complete all as specified and directed. |
| 12 | Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface not exc 40 mm, complete all as specified & directed. |
| 13 | Mild steel TMT bars 8mm dia and over, 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 as directed. |
| 14 | Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers bent to shape required, including cranking, bending spirally for hooping for columns, hooking endsand binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed. |
| 15 | Rendering cement plaster 20mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers (15mm thick first layer and 5mm thick second layer) on other than fair faces of brick wall or on stone masonry surfaces,trowelled to even and smooth finish without using extra cement complete all as specified. |
| 16 | Flush pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as specified. |
| 17 | Low density polyethylene pipes (LDPE) of pressure rating 6 kgf/sqcm, fixed in retaining wallweep hole complete all as specified & directed. |
