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| 1 | M&L for repairs to surfaces of macadam roads by scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm and exc 50 mm deep and not exc 100mm deep complete all as specified and directed. |
| 2 | M&L for 75 mm thick (compacted thickness) WBM/WMM (wet mix macadam) , with crushed stones/aggregates (granite, trap or basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 3 | M&L for preparation/surface dressing of unsurfaced surfaces of WBM/WMM by by brushing with wire brushing for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc including spraying evenly paving bitumen at 20 Kg per 10 Sqm, blinding with 12.5mm stone chippings @ 0.14 Cum per 10 sqm. and rolling to required gradient and camber complete all as specified and directed. |
| 4 | M&L for repair to pot holes any depth, not exceeding 1.00 sqm each including sweeping free from dirt and mud, or water, scoring sunken surfaces in roads, path etc cutting around edges to at least 25 mm in depth making good by filling in screened and graded road metal and well ramming including supply of road metal and making good by applying tack coat with bituminous primer (VG-10 @ 5 Kgs per 10 Sqm putting in Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder contents of paving Bitumen binder (VG-10) by weight of total mix, mixed in fully auto hot mix plant and laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. |
| 5 | M&L for preparing of black top surface by brooming with wire brushes for removing of caked mud etc, sweeping with brooms and finally farming the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer 5 Kgs per 10 Sqm and laying bituminous premix asphaltic semi-dense concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller uniform smooth surface. The Mix shall be done by hot mixed plant and laid with mechanical paver , complete all as specified and directed. |
| 6 | M&L for premixed bituminous macadam laid rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) including rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified. |
| 7 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 8 | Demolition of unreinforced cement concrete in ground floor and paving n.exc 15cm thickness below & above ground level complete all as specified and directed. |
| 9 | M&L for 100mm thick cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in sub base floor complete all as specified and directed. |
| 10 | M&L for 150mm thick cement concrete work in pavement of flexural strength 40 Kg per square centimetre in field using minimum 400 Kg of cement per cum thickness of concrete 25cm or less complete all as specified and directed. |
| 11 | M&L for 75 mm thick cement concrete 1:3:6, type C-1 (using 40 mm graded stone aggregate) as in sub base floor complete all as specified and directed. |
| 12 | M&L for stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 75 to 100mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick grouted in cement mortar 1:2 with an admixture of metallic floor hardener 5% by weight of cement and struck flush complete all as specified and directed. |
| 13 | M&L for natural cobble stone in pavements flooring with stone setts of size 100 mm long 100 mm wide and 100 mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardener 5% by weight of cement and struck flush complete all as specified and directed. |
| 14 | M&L for coloured chequered cement concrete tiles PU Coated 30cm x 30cm x 25mm thick (Premium quality), set jointed and pointed in neat cement slurry in floors with grey cement and pigment including 15mm thick cement screed bed in CM 1:4 complete all as specified and directed. |
| 15 | M&L for machine pressed precast concrete interlocking paver block with gray cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed.Note: Sand Cushioning shall be measured and paid seperately. |
| 16 | M&L for machine pressed precast concrete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 100 mm thickness M-50 Grade complete all as specified and directed.Note: Sand Cushioning shall be measured and paid seperately. |
| 17 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed. |
| 18 | M&L for cement concrete 1:2:4, type B1 (using 20mm graded stone aggregate) 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 and directed. |
| 19 | M&L for 20mm thick sand cushion under paving block including watering and consolidation complete all as specified and directed. |
| 20 | M&L for 300mm bore reinforced concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed. |
| 21 | M&L concrete bed to drain pipes of 300mm bore in cement concrete 1:3:6, type C-2 (using 20mm graded stone aggregate), including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed. |
| 22 | Demolition and breaking up drain pipes 300mm bore (salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed. |
| 23 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth and getting out in any type of soil complete all as specified and directed. |
| 24 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick each layer of soil all as specified and directed. |
| 25 | Removal of excavated soil not exceeding 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed. |
| 26 | Demolition of brick work or stone / boulder masonry built in CM including all quoins arches, pillars complete all as specified and directed. |
| 27 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed. |
| 28 | M&L for rendering 15mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 and finishing the surface even and smooth without using extra cement complete all as specified and directed. |
| 29 | M&L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built cement mortar 1:4 complete all as specified and directed. |
| 30 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finishing the surface even and smooth without using extra cement complete all as specified and directed. Please Enable Macros to View BoQ information |
