|
| 1 | Demolition of cement concrete (unreinforced) in round floor and paving n.exc 15 cm thick above or below ground level complete all as specified and directed. |
| 2 | M&L for sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over PCC complete all as specified and directed. |
| 3 | Supplying and Laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. |
| 4 | M&L Cement concrete work as in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete slab 25 cm or less including use and waste of form work complete all as specified and directed. |
| 5 | M&L Forming 12 mm thick expansion joints filled withpre-formed bituminous filler and top 30mm primed and sealed with sealingcompound, Grade ‘B’, thickness of slab 150mm, complete all as specified & directed. |
| 6 | M&L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade B, complete all as specified and directed. |
| 7 | M&L Forming Construction joint 30mm deep x 10mm wide filled with sealing compound, Grade B complete all as specified and directed. |
| 8 | M&L Finishing surface of concrete roads, pavements, by broomimg, complete all as specified and directed. |
| 9 | Preparing concrete surfaces of road and marking 2.0mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements using hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 mixed with radium glass beads @ 250gm/ Sqm with special applicator machine to provide reflectivity and night vision (approx temp being 200°C at the time of laying) including cleaning the surface of all dirt, dust and other foreign material complete all as specified. Note:- Road marking lines at the centre of road shall not be continuous, whereas the lines at outer sides of road shall be continuous i.e in one length complete all as specified and directed. |
| 10 | Surface excavation n.exc (not exceeding) 30cm deeo and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. |
| 11 | Removal of excavated material (soil) to a distance n.exc 50 metres and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 12 | 75mm thick PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregates) as in sub base complete all as specified and directed. . |
| 13 | M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with grey cement pigment complete all as specified and directed. |
| 14 | M&L Plain cement concrete 1:2:4 ( nominal mix ) type B-1 (using 20 mm graded crushed stone aggregates) as in roof kerbs or mud stops, or 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 chamfered on edges including necessary formwork where required complete all as specified and directed. Please Enable Macros to View BoQ information |
