|
| 1 | Rough excavation not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed. |
| 2 | Excavation over areas not exc 1.5m deep and getting out in any type of soil complete all as specified and directed. |
| 3 | M&L PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 4 | Returning, filling in (soil ) including spreading, levelling, watering and well ramming in layers not exc 25cm in any type of soil complete all as specified and directed. |
| 5 | M&L RCC M-25 Design mix as in foundations, including rafts, footings, foundation beams; plinth beams; base of columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 6 | M&L RCC M-25 Design mix as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 7 | Use and waste form work flat, rough finished surface to side of concrete foundation, footing, plinth beam and similar work vertical or batter complete all as specified and directed. |
| 8 | Use and waste form work flat, rough finished surface of walls, retaining wall, abutments, parapets etc vertical or batter complete all as specified and directed. |
| 9 | S&F mild steel TMT bars 10mm 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 directed. |
| 10 | Hand packing (any thickness) using broken stone or boulders at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed. |
| 11 | S&F PVC pipe 110mm internal dia as in weep holes in retaining wall complete all as specified and directed. |
| 12 | S&F galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperature 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed. |
| 13 | Removing excavated soil n exc.50m and depositing where directed at a level n exc 1.50m above the sterting point complete all as specified and directed. |
| 14 | M&L PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 15 | M&L walling of random rubble, un-courses, well bonded bedded & solidly hearted built in cement mortar 1:6, complete all as specified and directed. |
| 16 | M&L providing precast cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate in window or door cills, lintels, bressumers, steps, quions blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated), wiht plain fair faces, including chamfers, weatherings, throating etc. and setting in CM 1:6 complete with joints to match complete all as specified and directed. |
| 17 | M&L raised pointing to random rubble walling, uncoursed, in CM 1:4 complete all as specified and directed. |
| 18 | M&L plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate cast in situ in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straight or curved) complete all as specified & directed. |
| 19 | S&F PVC SWR pipe 75mm bore single socketed, in any length with rubber ring joints, fixed walls including clamps at joints, top and bottom complete all as specified and directed. |
| 20 | Extra over stone walling(Granite or trap stone) for hammer dressing with maximum depression on face from a straight edge held against the dressed surface n exc exceeding 20mm and dressing to face beds and joints as specified of random rubble walling un-courses or brought upto coarse complete all as specified and directed. |
| 21 | M&L broken stone or boulders 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. Please Enable Macros to View BoQ information |
