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| 1 | Supply & Stacking of 22.4-53 mm gauge approved stone ballast (10cm loose) for patches & top coat duly stacked on road side true to template including dressing surface where materials is to be stacked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer -in- Charge. |
| 2 | Supply & Stacking of crushed stone dust for consolidation of stone ballast as screening material including octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. |
| 3 | Consolidation of 22.4-53 mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water aiso including labour for spraying screening material to be used for blinding purpose and also ineluding cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor hinself at his own cost as per direction of Engineer-in-charge. |
| 4 | Brick edging on the side of the road of first class bricks 70m, Wide 11cm deep. Laid with mud mortar including labour & supply of bricks finished to the requred template and in proper alignment and also including dressing and rammimng the execavated earth as direeted by the Engineer-in-charge. |
| 5 | Providing and applying primer coat with VG-10 bitumen on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. As per morth SI no 502 |
| 6 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to wark site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 505 complete in all respects. Unit = Cum/Sqm including tack coat using bitumin @ .20kg per Sqm 50mm Compected Thickness |
| 7 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. gremied with bituminous binder @ 5.4 percent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complee in all respects. . Unit = Cum/Sqm including tack coat using bitumin @ .20kg per Sqm. 25mm Compected Thickness |
| 8 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. gremied with bituminous binder @ 5.4 percent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complee in all respects. . Unit = Cum/Sqm including tack coat using bitumin @ .20kg per Sqm. 40mm Compected Thickness |
| 9 | Providing and laying of hot applied thermoplastic compound 2.5 mm thiick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exelusive of surfaee applied glass beads as per IRC:35 The finished Surfaee to be level uniform and free from streaks and holes. Rates are inclusibe of a.l taxes. royatly etc. all T&P/machine material and labour required for proper completion of work. |
| 10 | Providing and fixing Glow studs of size 100x200mm made of heavy duty body shall be moulded ASA (Acrylic styrene acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded microprismatic lens with abrasion resistant coating as approved by engineer in charge the glow stud shall support a load of 13635kg rested in accordance with ASTM D4280. slope of ratro-reflective surface shall be 35 (+/05) degress to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specificatio and shall be tested as described in ASTM 1:809 as recommended in BS: 873 part 4:1973. The studs shall be fixed to the road surface using the adhesive conforming to IS as per procedure recommended by the munufacturer complete and as per direction of of Engineer-in-charge. Please Enable Macros to View BoQ information |
