Tender For Road Work Annual Rate of Hotmix Material for Various Roads under (R B) Division, Navsari (Providing BSG, BM, SDBC, MSS, Asphalt Painting)- providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per m

Sharing tender

Annual Rate of Hotmix Material for Various Roads under (R B) Division, Navsari (Providing BSG, BM, SDBC, MSS, Asphalt Painting)- providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including heating the aggregate and asphalt by batch mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp. (a) lead up to 25 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including heating the aggregate and asphalt by batch mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp.(b) lead up to 25 to 50 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including heating the aggregate and asphalt by batch mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp. (a) lead up to 25 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including heating the aggregate and asphalt by batch mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp. (b) lead up to 25 to 50 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp. (a) lead up to 25 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp. (b) lead up to 25 to 50km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp.(a) lead up to 25 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete excluding the cost of asphalt supply by depp.(b) lead up to 25 to 50km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & asphalt grade 60/70 (vg-30) grade asphalt for mixing @ 5.0 percantage by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete (a)lead up to 25 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & asphalt grade 60/70 (vg - 30) grade asphalt for mixing @ 5.0 percantage by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete (b)lead up to 25 to 50 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & asphalt grade 60/70 (vg - 30) grade asphalt for mixing @ 5.0 percantage by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete (a)lead up to 25 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & asphalt grade 60/70 (vg - 30) grade asphalt for mixing @ 5.0 percantage by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete (b)lead up to 25 to 50 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete (a) lead up to 25km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete(b) lead up to 25 to 50 km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete (a) lead up to 25km, providing and laying 25 mm thick compacted semi dense bituminous concrete using stone chips as per mort&h gradation & vg-30 grade asphalt for mixing @ 5.0percantage by weight of total mix for binder including tack coat of vg - 30 2.5 kg. / 10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete(b) lead up to 25 to 50 km, providing and laying bituminous base course 37.50 mm thick compacted in single layer with tack coat of asphalt vg-30 grade at the rate of 2.5 kg/10 sqmt and using b.t. chips of required gradation and asphlat vg-30 grade for mixing @ 1.99 percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by theagency. (a) lead up to 25 km, providing and laying bituminous base course 37.50 mm thick compacted in single layer with tack coat of asphalt vg-30 grade at the rate of 2.5 kg/10 sqmt and using b.t. chips of required gradation and asphlat vg-30 grade for mixing @ 1.99 percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by theagency. (b) lead up to 25 to 50 km, providing and laying bituminous grout 37.50 mm thick compacted in single layer with tack coat of asphalt vg-30 grade at the rate of 2.5 kg/10 sqmt and using b.t. chips of required gradation and asphlat vg- 30 grade for mixing @ 1.99 percantage by weight of total mix includingheating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting. (a) lead up to 25 km, providing and laying bituminous grout 37.50 mm thick compacted in single layer with tack coat of asphalt vg-30 grade at the rate of 2.5 kg/10 sqmt and using b.t. chips of required gradation and asphlat vg- 30 grade for mixing @ 1.99 percantage by weight of total mix includingheating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting. (b) lead up to 25 to 50km, providing and laying 37.5 mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg- 30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t. i.e.3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by censor paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency. (a) lead up to 25 km, providing and laying 37.5 mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg- 30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t. i.e.3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by censor paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency. (b) lead up to 25 to 50 km, providing and laying 37.5 mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg- 30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t. i.e.3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency. (a) lead up to 25 km, providing and laying 37.5 mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg- 30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t. i.e.3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency. (b) lead up to 25 to 50 km, providing and laying 37.5mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg-30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t.i.e. 3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by censor paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour chargesetc. complete. (a) lead up to 25 km, providing and laying 37.5mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg-30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t.i.e. 3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by censor paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour chargesetc. complete. (b) lead up to 25 to 50 km, providing and laying 37.5mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg-30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t.i.e. 3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour chargesetc. complete.(a) lead up to 25 km, providing and laying 37.5mm thick compacted b.m.with b.t. aggregate as per mort&h specification and asphalt grade 60/70 (vg-30) for tack coat at 2.5 kg./10sq.mt. with mechanical sprayer and bitumen grade 60/70 (vg-30) for mixing at the rate 34.0kg/m.t.i.e. 3.4 percantage of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by manual means and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour chargesetc. complete.(b) lead up to 25 to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency.(a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency.(b) lead up to 25 to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency.(a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency.(b) lead up to 25 km to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene,firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by theagency. (a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene,firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by theagency. (b) lead up to 25 km to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt @ hajira depo. & carting the same by the agency.(a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. excluding the cost of asphalt supply by deptt @ hajira depo. & carting the same by the agency.(b) lead up to 25 km to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene,firewood, labour charges etc. comp. (a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. (b) lead up to 25 km to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipment, tools, and plants oil, kerosene,firewood, labour charges etc. comp. (a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including heating the aggregate and asphalt by drum mix paint and spreading the same by manual means and consolidation with vibrator roller including providing all materials, equipment, tools, and plants oil, kerosene, firewood, labour charges etc. comp. (b) lead up to 25 km to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. (a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. (b) lead up to 25 km to 50 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. (a) lead up to 25 km, providing and laying 20mm thick compacted mix seal coat by using stone chips as per mort & h gradation & vg.-30 grade asphalt for mixing @ 5.09percantage by weight of total mix including tack coat of vg.- 30 2.5kg./10 sq.m. on existing b.t. surface for binder including heating the aggregate and asphalt by drum mix paint and spreading the same by paver finisher and consolidation with vibrator roller including providing all materials, equipements, tools, and plants oil, kerosene, firewood, labour charges etc. comp. (b) lead up to 25 km to 50 km, carrying out full depth reclamation (fdr) on road surface including box cutting the road surface to proper slope & camber for making a base for road work including removing the excavated stuff, and depositing on the road side slopes, rolling and watering of earth work in layers with power roller including filling in depression which occur during the process and filled with granular sub-base 250 mm thick layer by providing machine crushed b.t. material satisfying mort&h specification (fifth revision) of grading iii including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at omc and compacting with vibratory roller to achieve the desired density etc. complete subsequently laying wet mix macadam base course 250 mm thick in two layers as per morth specification using machine crushed b.t. chips as per required gradation, mixing with required optimum quantity of water, conveying the mix to site of work, spreading in to grade and camber with paver/mechanical means and consolidation each layer with vibratory roller to aschieve the desired density including cost of material labour plant and equipment etc. complete., providing and applying asphalt painting on b.t. surface with mechanical sprayer using bitumen 60/70 (vg-30) at the rate of 5.00 kg/10 sq.mt. & spreading stone dust on painting surface at the rate of0.03 cu.m./10 sq.mt. and rolling with smooth wheeled and pneumaticroller and brushing etc. complete. (a) lead up to 25 km, providing and applying asphalt painting on b.t. surface with mechanical sprayer using bitumen 60/70 (vg-30) at the rate of 5.00 kg/10 sq.mt. & spreading stone dust on painting surface at the rate of0.03 cu.m./10 sq.mt. and rolling with smooth wheeled and pneumatic roller and brushing etc. complete. (b) lead up to 25 km to 50 km, providing and applying asphalt painting on b.t. surface with mechanical sprayer using bitumen 60/70 (vg-30) at the rate of 5.00 kg/10 sq.mt. & spreading stone dust on painting surface at the rate of0.03 cu.m./10 sq.mt. and rolling with smooth wheeled and pneumatic roller and brushing etc. complete. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency. (a) leadup to 25 km, providing and applying asphalt painting on b.t. surface with mechanical sprayer using bitumen 60/70 (vg-30) at the rate of 5.00 kg/10 sq.mt. & spreading stone dust on painting surface at the rate of0.03 cu.m./10 sq.mt. and rolling with smooth wheeled and pneumatic roller and brushing etc. complete. excluding the cost of asphalt supply by deptt. @ hajira depo. & carting the same by the agency. (b) leadup to 25 km to 50 km, providing & laying 75 mm thick compacted built up spray grout base course in two layers with bitumen grade 80/100 at rate of 15 kg. per 10 sqmt with 0.50 cum stone aggregate for first layer and 15 kg of bitumen and 0.50 cum stone aggregate per 10 sqmt. of road surface for second layer and using 0.13 cum of key aggregate per 10 sqmt including consolidation with vibratory roller and tack coat using asphalt 80/100 at rate of 2.50 kg/10 sqmt etc. complete including the cost of asphalt and stone aggregate. (a) lead up to 25 km, providing & laying 75 mm thick compacted built up spray grout base course in two layers with bitumen grade 80/100 at rate of 15 kg. per 10 sqmt with 0.50 cum stone aggregate for first layer and 15 kg of bitumen and 0.50 cum stone aggregate per 10 sqmt. of road surface for second layer and using 0.13 cum of key aggregate per 10 sqmt including consolidation with vibratory roller and tack coat using asphalt 80/100 at rate of 2.50 kg/10 sqmt etc. complete including the cost of asphalt and stone aggregate. (b) lead up to 25 km to 50 km, providing & laying 37.5 mm thick compacted built up spray grout base course in single layer with bitumen grade 80/100 at rate of 15 kg. per 10 sqmt with 0.50 cum stone aggregate per 10 sqmt. of road surface and using 0.13 cum of key aggregate per 10 sqmt including consolidation with vibratory roller and tack coat using asphalt 80/100 at rate of 2.50 kg/10 sqmt etc. complete including the cost of asphalt and stone aggregate etc. complete. (a) lead up to 25 km, providing & laying 37.5 mm thick compacted built up spray grout base course in single layer with bitumen grade 80/100 at rate of 15 kg. per 10 sqmt with 0.50 cum stone aggregate per 10 sqmt. of road surface and using 0.13 cum of key aggregate per 10 sqmt including consolidation with vibratory roller and tack coat using asphalt 80/100 at rate of 2.50 kg/10 sqmt etc. complete including the cost of asphalt and stone aggregate etc. complete. (b) lead up to 25 km to 50 km, providing and laying wet mix macadam base course 300 mm thick in two layers as per morth specification using machine crushed b.t. chips as per required gradation, mixing with required optimum quantity of water, conveying the mix to site of work, spreading in to grade and camber with paver/mechanical means and consolidation each layer with vibratory roller to aschieve the desired density including cost of material labour plant and equipment etc. complete.(a) lead up to 25 km, providing and laying wet mix macadam base course 300 mm thick in two layers as per morth specification using machine crushed b.t. chips as per required gradation, mixing with required optimum quantity of water, conveying the mix to site of work, spreading in to grade and camber with paver/mechanical means and consolidation each layer with vibratory roller to aschieve the desired density including cost of material labour plant and equipment etc. complete.(b) lead up to 25 km to 50 km, construction of granular sub-base 200 mm thick in two layers by providing coarse graded machine crushed material satisfying most specification of grading i (b.t. stone aggregate 53mm to 26.5 mm 35percantage ,26.5mm to 4.75 mm - 45percantage and 2.36 mm below - 20 percantage ) including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at omc and compacting with vibratory roller to achieve the desired density etc.complete (a) lead up to 25 km, construction of granular sub-base 200 mm thick in two layers by providing coarse graded machine crushed material satisfying most specification of grading i (b.t. stone aggregate 53mm to 26.5 mm 35percantage ,26.5mm to 4.75 mm - 45percantage and 2.36 mm below - 20 percantage ) including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at omc and compacting with vibratory roller to achieve the desired density etc.complete (b) lead up to 25 km to 50 km, construction of granular sub-base 250 mm thick layer by providing machine crushed b.t. material satisfying mort&h specification (fifth revision) of grading iii including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at omc and compacting with vibratory roller to achievethe desired density etc. complete., construction of granular sub-base 100 mm thick by providing machine crushed b.t. material satisfying mort&h specification (fifth revision) of grading v including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at omc and compacting with vibratory roller to achieve the desired density etc. complete. (a) lead up to 25 km, construction of granular sub-base 100 mm thick by providing machine crushed b.t. material satisfying mort&h specification (fifth revision) of grading v including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at omc and compacting with vibratory roller to achieve the desired density etc. complete. (b) lead up to 25 km to 50 km, providing and laying quarry spall of approved quality including spreading, watering consolidation with vibratory roller includingloading and unloading etc. complete., traffic cones with 150 mm reflective sleeve, mastic asphalt (providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000c, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.), scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials on road side anddisposing off remaining stuff., microsurfacing-type-2: providing and laying microsurfacing consisting of a mixture of aggregates, modified bituminous emulsion, cement and additive on a road surface including cleaning of surface, mixing in a suitable mobile plant, laying and compacting to provideeven riding surface., microsurfacing-type-3: providing and laying microsurfacing consisting of a mixture of aggregates, modified bituminous emulsion, cement and additive on a road surface including cleaning of surface, mixing in a suitable mobile plant, laying and compacting to provideeven riding surface., fillingpot-holesandpatchrepairswithopen-gradedpremix surfacing,20mm.: removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, fillingpot-holesandpatchrepairswithbituminousconcrete, 40mm.:removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smoothcontinuous surface, all as per clause 3004.2, providing and applying priming coat with emulsion ss1 grade at the rate of 7.50 kg/ 10 sq.mt. including cost of asphalt and preparing the surface heating, and applying etc. complete., providing and applying low viscosity bitumen emulsion for sealingcracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing., providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even ridingsurface (for 5 mm), providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even ridingsurface (for 3 mm), providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even ridingsurface (for 1.5 mm)