23263174-EQUIPMENT-CAPABILITES - EQUIPMENT CAPABILITES Type...

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EQUIPMENT CAPABILITES Type of equipment Average Capabilities 1 . Bulldozer (D8) a.) Clearing 500 sq.m./hr. b.) Stripping 200 sq.m./hr c.) Excavation 1.) Common Soil 45 cu.m/hr. 2.) Slightly hard Materials 25 cu.m./hr. d.) Quarrying 107 Common Materials 50 cu.m./hr. 108 Aggregates 40 cu.m./hr. Boulders 15 cu.m./hr. 200 Needs Screening e.) Pushing 3 cu.m./hr. 2. Road Grader a.) Sub grading 300 cu.m./hr. b.) Spreading 50 cu.m./hr. 3. Payloader Loading 30 cu.m./hr. 4. Crane Shovel Loading 35 cu.m./hr. 5. Sheep Foot Roller a.) Static Rolling 15 cu.m./hr. (12 passes – 15 cm. lift) b.) Vibratory Rolling 135 cu.m./hr. (6 passes – 20 cm. lift) 6. 3 – Wheel Road Roller a.) Static Rolling 24 cu.m./hr. (6 passes – 20 cm. lift) 7. Tractor Drawn Roller a.) Vibratory Rolling 24 cu.m./hr. (6 passes – 20 cm. lift) 8. Tandem Roller a.) Static Rolling 24 cu.m./hr. (6 passes – 20 cm. lift) b.) Vibratory Rolling 72 cu.m./hr. (6 passes – 60 cm. lift) 9.) 6 – T Dump Truck a.) Hauling Common Borrow 3.5 cu.m./hr. Base Course b.) Hauling Selected Borrow 5.0 cu.m./hr. c.) Hauling Concrete Batch 2 Batch/trip ‘Class A’ 10. 2 ½ T – Dump Truck a.) Hauling Common Borrow 2.5 cu.m./trip Base Course b.) Hauling Selected Borrow 4.0 cu.m./trip Base Concrete Batch 1.0 Batch/trip ‘ Class A ‘ 11. Buggy a.) Hauling Concrete Mix 0.17 cu.m./trip
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12. Wheel Borrow a.) Hauling Aggregates 0.17 cu.m./trip b.) Hauling Concrete Mix 0.05 cu.m./trip 13. Water Truck a.) Watering 1000 sq.m./trip 14. Concrete Mixer a.) Mixing Concrete 9 cu.m./hr. 15. Rock Crusher a.) Crushing Mix sand & Gravel 30 cu.m./hr. 16. Concrete Vibrator a.) Vibrating Concrete Mix 40 cu.m./hr. 17. Concrete Floor Finisher a.) Finishing Concrete Floor 140 cu.m./hr. 18. Percussion Drilling a.) Drilling Hard Rock 0.23 m./hr. b.) Drilling Loose Rock 0.30 m./hr. c.) Drilling Lime Stone 0.38 m./hr. d.) Drilling Sticky Clay 0.49 m./hr. e.) Drilling Loose Clay 0.70 m./hr. TASK RATES FOR LABOR-BASED PROJECTS I. For Item 100 – Clearing and Grubbing Activity: Productivity 1.) Bush Clearing sq.m./man-day Bush Type a.) Light Bush 200 b.) Medium Bush 100 c.) Dense Bush 50 2.) Tree and Stump Removal One (1) man-day per cm. of trunk diameter at Base of tree 3.) Grubbing Vegetation Type a.) Dense vegetation in firm soil covering 80 the whole area b.) Spaced vegetation in loose soil 250 II. For Item 105 – Excavation for Roadway & Drainage Activity Productivity 1.) Excavation Cu.m./man-day (throwing distance in m.) Soil Type 0 – 4 m. 4 – 6 m. 6 – 8 m. a.) Loose, rot sticky soil 5.0 - 6.0 4.5 – 5.5 3.5 – 4.5 b.) Firm Soil 3.5 – 4.5 3.4 – 4.0 2.5 – 3.5 c.) Very hared soil, hard soil mixed 2.0 – 3.0 1.8 – 2.5 1.7 – 2.5 with stones 2.) Loading Cu.m./man-day Type of Soil a.) Loose 4.5 – 5.5 b.) Firm 2.5 – 4.0 c.) Hard 1.5 – 2.5 Excavation combined with loading of soil can be effectively carried out by laborers up to a loading height of about 1.00 e.g. into wheel borrow or head baskets.
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23263174-EQUIPMENT-CAPABILITES - EQUIPMENT CAPABILITES Type...

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