|
| 1 | Demolition of cement concrete in ground floor and paving n. exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 2 | M&L for hard core of broken stone or boulders of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.Note: Only consolidated thickness shall be measured and paid. |
| 3 | M&L for 100 mm thick PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as a sub base under floor complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for 25 mm thick PCC 1:2:4, type B2 (using 20 mm graded stone aggregate) as a floor finishes making the surface smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for sand filling under floor or in foundation including spreading, levelling watering complete all as specified and directed by Engr-in-Charge.Note: Only punned thickness shall be measured . |
| 6 | M&L for chequered cement concrete tiles 200mm x 200mm x 25 mm thick , machine pressed with grey cement and pigments, set jointed and pointed in neat cement slurry in floors, over and including 15 mm thick screed bed or bedding layer of cement mortar of 1:6 complete all as specified and directed |
| 7 | M&L for machine pressed precast concrete interlocking paver block with grey cement no pigment of any shape and size confirming to IS 15658-2006 of 60 mm thickness , M-35 grade complete all as specified and directed by Engineer-in-Charge.Note: Sand Cushing shall be measured and paid sepretely. |
| 8 | M&L for machine pressed precast concrete interlocking paver block with grey cement and no pigment of any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade complete all as specified and directed by Engineer-in-Charge.Note: Sand cushing shall be measured and paid seprately. |
| 9 | M&L for providing, precast cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate) in kerb stone, rounded or chamfered on edges complete all as specified and directed. |
| 10 | S&F in repair 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches etc. all as specified. |
| 11 | M&L for providing , plain cement concrete 1:2:4, type B0 (using 12.5 mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, parapets and lacing course, parapets and railings, upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and directed. |
| 12 | M&L forming 12mm thick expansion joints filled pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, in 100mm thick conceret slab. Grade ‘A’. complete all as specified and directed. |
| 13 | M&L for repair to pot holes any depth, not exc 1sqm each including sweeping free from dust 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 & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed by Engr-In-Charge. |
| 14 | M&L scarifying or picking gravelled, macadam or bituminous macadam surfaces exc 50mm and n.exc 100mm deep and area not exc 400 sqm complete all as specified and directed. |
| 15 | M&L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregate of granite, trap or basalt of grading 2(63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber with power roller (exc 8 and not exc 12 tonne) complete all as specified and directed. |
| 16 | M&L preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked, mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and directed. |
| 17 | M&L for applying evenly a priming/tack coat with bituminous primer at 10 Kg per 10 Sqm using paving bitumen complete all as specified and directed. |
| 18 | M&L premix bituminous macadam with 4% binder content by weight of total mix (using paving bitumen VG-30) laid/rolled and compacted to required gradient and camber rolled/laid with power roller (consolidated thickness 75mm) including preparation of area before laying of macadam complete all as specified and directed. |
| 19 | M&L bituminous premix semi-dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder (paving bitumen grade VG-30) content by weight of total mix spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required camber & gradient with 8 to 12 tonne power roller/vibratory roller/double drum or tandem roller as suitable complete all as specified and directed by Engr-In-Charge. Please Enable Macros to View BoQ information |
| 20 | M&L bituminous premix semi-dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder (paving bitumen grade VG-30) content by weight of total mix spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required camber & gradient with 8 to 12 tonne power roller/vibratory roller/double drum or tandem roller as suitable complete all as specified and directed by Engr-In-Charge. Please Enable Macros to View BoQ information |
