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| 1 | B & R Division Items |
| 2 | Rough Excavation n exc 1.5 m deep and getting out in soft soil complete all as specified and directed |
| 3 | Excavating over areas, n exc 1.5 m deep and getting out in soft soil complete all as specified and directed |
| 4 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sqm on plan and n exc 1.5 m in depth and getting out soft /loose soil complete all as directed. |
| 5 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed. |
| 6 | M&L for Removing excavated material exc 250m and n exc. 500m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed |
| 7 | M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed |
| 8 | M&L for plain cement concrete 1:3:6 type C2 (40mm graded crushed stone aggregates) in foundation filling and mass concrete complete all as specified & as directed . |
| 9 | M & L plain cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregates) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, 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, complete all as specified & as directed |
| 10 | Material & labour for Raised Pointing in Cement Mortar 1:3 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed. |
| 11 | M&L for Walling of random rubble, coursed in retainning walls, abutments and similar works regular coursed, well bonded, bedded and solidaly hearted, built in cement mortar (1:6) with lime/sand stone and PCC (1:3:6) type C1 precast bond stone (in lieu of stone bond stone) set in cement mortar (1:4) Complete all as specified and directedNote :- (i) Precast PCC Bond stone shall be measured and paid separately in respective item(ii) RR Masonary will be measured after deducting PCC Bond stone |
| 12 | M & L for precast PCC bond stone of (1:3:6) Type C1 using 20 mm graded stone aggregates) for bond for stone retainning wall, abutment and similar works (set in cement mortar 1:4) including neceessary formwork Complete all as specified and directed |
| 13 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape etc. n exc. 1.5m height from base complete all as specified and directed. |
| 14 | M&L for 110 mm bore PVC SWR pipes, in any length fixed in weep holes complete all as specified and directed. Please Enable Macros to View BoQ information |
