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| 1 | Demolition of cement concrete (unreinforced) in Ground floor and pavings n exc 15 cm thickness (belove or above ground level ) and removing rubbish from site complete all as specified and as directed |
| 2 | M&L Soling 150mm(spread thickness) ( or sub base) thick with broken boulders or quarried stone, interstices filled, surface formed and rolling and consolidating formation surfaces in using. 8 tonne to 12 tonne power roller required gradient and chamber complete all as specified as directed. |
| 3 | M&L for 7.5 cm thick (compacted thickness) WBM with coarse stone aggregate of granite trap or basalt grading 2 (63 to 40mm) or of grading 3 (50 to 20mm) spread, rolled and consolidated to gradient material and camber required with 8 to 12 tonne power roller complete all as specified and directed. |
| 4 | M and L 75 mm thick PCC 1:3:6 type C-2 (40mm graded stone aggts) as in sub base of Path all as specified and directed |
| 5 | Machine pressed precast concrate interlocking paver block with grey cement and pigment and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade and jointed in bedding layer CM 1:4 for laying finishes laid over and including 50mm thick sand river complete all as specified as directed. |
| 6 | M and L PCC 1:3:6 type C-1 (20mm graded stone aggts) as in coping ,benching etc all as specified and directed |
| 7 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc and sweeping with brooms and finally faning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed. |
| 8 | M&L for applying evenly a tack coat of bitumnous primer at 5 Kg per 10 Sqm using paving bitumen VG - 10 and complete all as specified and directed. |
| 9 | M&L for providing bituminious premix asphaltic semi dense concrete 30mm thick consolidated thickness with 5.5% binder content by wight of total mix, with using paving bitumen VG-30 laid/spread uniformly by means of mechanical pavers over primed WBM surfaces. rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed. |
| 10 | M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber and (consolidated thickness 75mm or less) using 4% paving bitumen by means of mechanical paver by weight or total mix complete all as specified and directed. |
| 11 | M & L for surface dressing nexc 15 cm deep, site clearance, to remove the bushes and making area workable etc all as specified and as directed |
| 12 | M&L 50 mm thick moorum/red bajri for berms including spreading, levelling, watering and rolled with power roller of 5 to 8 tonne capacity to required camber and gradient complete all as specified and directed. |
| 13 | Providing & laying of hot applied 2mm thick, thermoplastic compound for center or edge line, width 100 mm, marking (reflective type) including reflectorising glass beads @ 250gm per Sqm area, as per IRC-35, of white/yellow colour (approved colour) and shade for road marking on bituminous/concrete road surface as per demarcation and as directed by GE |
| 14 | S and F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 100 cm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (300x300x450mm) type B-1 complete all as specified and directed. |
| 15 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. all as specified and directed Please Enable Macros to View BoQ information |
