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| 1 | Cleaning of vegetation and shurbs as existing on ground complete all as specified and as directed. |
| 2 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Excavatting in trenches not exceeding 1.5 cm wide for foundatin etc or for shaft, wells, cessipls, manholes, pier n exc 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 4 | M&L for procuring and bringing approved soil (Earth) for filling from out side of MOD land to any distance complete all as specified and as directed. |
| 5 | M&L for spreading and leveling in layers n exc 25 cm thick for well ramming including watering as required complete all as specified and as directed. |
| 6 | Forming embarkments including raising (or lowering) earth spreading in layers not exceeding 30 cm thick, watering, ramming /rolling and finsihing to requied size, shape, etc , not exceeding 1.5 m high from base complete all as specified and as directed. |
| 7 | Rolling and consolidating formation surface in cutting with 8 to 10 tonne power roller including filling in soft spots, depression etc which occur during rolling to required camber and gradient complete all as specified and as directed. |
| 8 | M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass condrete all as specified and as directed. |
| 9 | M&L for brick work with sub class 'B' brick straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed. |
| 10 | M&L broken stone hard core of gauge not exceeding 63mm , deposited, spread and levelled in layer not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 11 | M&L 100mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of floor, rough finished surfaces of concrete complete all as specified and as directed. |
| 12 | M&L 50mm thick cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring/hardstanding, surface finished even and smooth using extra cement including spike rolling to surface or making impression of expanded metal, whilst the concrete in green complete all as specified and as directed. |
| 13 | Returning, filling in,including. Spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soils complete all as specified and as directed. |
| 14 | Removing surplus soil to a distance exceeding 250 m but not exceeding 500 m and depositing where directed at a level not. exceeding 1.5 m above starting point complete all as specified and as directed . |
| 15 | M&L 15mm thick rendering in cement mortar 1:4 on brick work or concrete surfaces of walls, surface finished even and fair complete all as specified and as directed. |
| 16 | M&L applying two coats of cement base paint over a coat of cement primer including preparation of newly plastered surfaces of walls complete all as specified and as directed. |
| 17 | S&F 110 mm bore PVC (SWR) pipes single socketed in any length as in weep hole complete all as specified and as directed. |
| 18 | M&L for 150 mm spread thickness soling (or subbase) with broken boulders or quarried stone, interstices filled, surface formed and rolling with power roller exceeding 8 tonne and not exceeding 12 tonne complete all as specified and as directed. |
| 19 | M&L 75mm thick (compacted thickness) water bound macadam with coarse aggregate (Granite trap or bsalt) or grading 2(63 to 40mm size) spread and rolled 8 to 10 tonne power roller, rolled and consolidated to required gradient and camber complete all as specified and as directed. |
| 20 | M&L for preparation of unsurfaced water bound macadam top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specified and as directed. |
| 21 | M&L for design mix cement concrete work in pavement/hard-standing of flexural strenght 40kg/sqcm in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less as speicified in SSR Part-I 2009 complete all as specified and as directed. |
| 22 | M&L forming contraction (Dummy) joints 65 mm deep x 10 mm wide filled with sealing compound Grade 'B' complete all as specified and as directed. |
| 23 | M&L forming construction joint 30 mm deep x 10 mm wide fillied with sealing compound Grade 'B' complete all as specified and as directed. |
| 24 | Excavating over areas, not exceeding 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed. |
| 25 | Use and waste of formwork to sides of concrete foundations, footing, bases of columns,raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter, for rough finished surfaces of concrete flat complete all as specified and as directed. |
| 26 | Use and waste of formwork to faces fo walls, rataining walls abutments parapets and staircase railing and similar work inculding attached pillasters, buttresses, etc vertical or to batter rough finished surfaces of concrete complete all as specified and as directed. |
| 27 | S&F mild steel TMT bars 10 mm dia and over cut to length bent to shape required including cracking bending spirally for hoping for column, hooking end 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. |
| 28 | S&F mild steel TMT bars 6 to 8 mm dia cut to length bent to shape required including cranking bending spirally for hoping for columns, hooking end and binding with and including mild steel wire (annealed) not less than 0.9mm dia or secruing with clips as in stirrups complete all as specified and as directed. |
| 29 | M&L reinforced cement concrete Design mix M-30 using 20 mm graded stone aggregate as in foundation , rafts footing,plinth beam, bases of column and other similar work complete all as specified and as directed. |
| 30 | M&L reinforced cement concrete Design mix M-30 using 20 mm graded stone aggregate as in walls, basement wall and the like any thickness above top of footings including attached pillasters and buttresses complete all as specified and as directed. Please Enable Macros to View BoQ information |
