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:16. Calculate a labor price for installing 1 1/4" diameter anchor bolts when a medium productivity is expected? (4 P.) CREW MEMBERS CREWS CREWA CREW B 1.0 Carp. Foreman 6.0 Carpenters 2.0 Laborers 0.3 Carp. Foreman 2.0 Carpenters 1.0 Labor Foreman 1.0 Carpenter CREW C ITEM CREW &#; 1. 2. 3 4. 5. 6. 7. 8. 9. 10. 11. B A A B A A &#; B OPERATION Continuous Strip Footings 2 x 4 Keyways Isolated Footings and Pile Caps Grade Beams 4" x 8" Void Forms Pilasters Foundation and Retaining Walls Bulkheads Blockouts up to 8 SF Above-Grade Walls Columns-Rectangular -Circular Sumps and Manholes Edges of Slab-on-Grade Construction Joints-SOG Edges of Suspended Slab Soffit of Suspended Slabs Soffit of Stairs Edges and Risers of Stairs Edges of Slab-on-Metal Deck Edges of Equipment Bases and Curbs Sides and Soffits of Beams Edges of Sidewalks Stripping Forms Shoring Frames OUTPUT 115-150 sq. ft./hr. 11-14 m2/hr. 150-170 ft./hr. 46-52 m/hr. 95-130 sq. ft./hr. 9-12 m/hr. 110-130 sq. ft./hr. 10-12 m2/hr. 150-170 ft./hr. 46-52 m/hr. 55-80 sq. ft./hr. 5-7 m2/hr. 80-105 sq. ft./hr 7-10 m/hr. 30-40 sq. ft./hr. 3-4 m2/hr. 0.5-2.0 no./hr. 0.5-2.0 no./hr. 60-90 sq. ft./hr. 6-8 m2/hr. 55-80 sq. ft./hr. 5-7 m2/hr. 25-50 sq. ft./hr. 2-5 m2/hr. 60-80 sq. ft./hr. 6-7 m2/hr. 80-100 sq. ft./hr. 7-9 m2/hr. 45&#;60 sq. ft./hr. 4-6 m²/hr. 65-85 sq. ft./hr. 6-8 m2/hr. 90-120 sq. ft./hr. 8-11 m2/hr. 35-40 sq. ft./hr. 3-4 m2/hr. 60-80 sq. ft./hr. 6-7 m2/hr. 45-60 sq. ft./hr. 4-6 m2/hr. 40-90 sq. ft./hr. 4-8 m/hr. 45-90 sq. ft./hr. 4-8 m²/hr. 80-100 sq. ft./hr. 7-9 m2/hr. 120-350 sq. ft./hr. 11-33 m2/hr. 3-5 no./hr. 3-5 no./hr. A A &#; &#; A A A A A A A A A &#; B 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Figure 11.3 Formwork Productivities (Delmar/Cengage Learning) ABC CONCRETE PRODUCTS, INC. PROJECT: XYZ OMIce Buliding. Townville. We are pleased to quote you as follows for the supply of ready-mix delivered to the above project: Delivered Additional Additional Strength Aggregate Cement Price for Type III for 4-5% Air Size Type or Type V Entrainment Mix per CY 1 1. 2. 3. 3/4" 3/4" 3/4" 3/4" 3/4" $120.00 $135.00 $140.00 $150.00 $155.00 $5.00 $5.50 $6.50 $7.00 $7.50 54.00 $6.00 $7.00 $7.50 58.00 The above prices are based on ABC Concrete's standard mix designs. All products are subject to a municipal sales tax of 7%. For 1/2" aggregates add $6.50 per Cy to the above prices. For polypropylene fibers add $17.00 for 2 lbs. per CY. For pigments (red, black, tan, or brown) add $5.50 per CY. EXTRA CHARGES: Calcium Chloride (1%): Calcium Chloride (2%): Winter Heat between November 25 and March 15: Environmental Fee: $3.00 Per CY 56.00 Per CY $12.00 Per CY $3.00 Per CY CREWS CREWA CREW B CREW MEMBERS 0.3 Carp. Foreman 2.0 Carpenters 0.3 Foreman 2.0 Laborers 0.3 Foreman 2.0 Cement Finishers CREWC ITEM OPERATION CREW OUTPUT 1. A 125-186 m2/hr. 2. B 93-111 m2/hr. 3. Set Screeds Curing Slabs Finish Slabs-Screed -Float -Broom -Steel Trowel 0 0 0 0 0 0 0 - sq. ft./hr. - sq. ft./hr. 200-250 sq. ft./hr. 160-200 sq. ft./hr. 155-185 sq. ft./hr. 140-180 sq. ft./hr. 140-210 sq. ft./hr. 70-110 sq. ft./hr. 0.90-1.67 hr./cu. ft. 19-23 m2/hr. 15-19 m2/hr. 14-17 m2/hr. 13-17 m2/hr. 4. Floor Hardener 5. Rub Finish Walls 6. Grout Base Plates 13-20 m2/hr. 7-10 m2/hr. 35-59 hr./m3 100-180 no./hr. 24-120 no./hr. 7. A A 100-180 no./hr. 24-120 no./hr. Install Anchor Bolts-12" to 34" -over 34" Waterstops&#;6" Wide -9" Wide 8. A A 36-38 ft./hr. 33-35 ft./hr 11-12 m/hr. 10-11 m/hr. 9. Install Anchor Slot &#; 88-114 ft./hr. 27-35 m/hr. 10. B 19-23 m²/hr. 17-21 m2/hr. B 11. B Rigid Insulation to Walls-1" -2" Sprayed Damp-Proofing-1 Coat -2 Coat 6 Mil Polyethylene Vapor Barrier V2" x 6" Expansion Joint Filler 200-250 sq. ft./hr. 180&#;225 sq. ft./hr. 200-220 sq. ft./hr. 120-140 sq. ft./hr. 900- sq. ft./hr. 19-20 m2/hr. 11-13 m2/hr. B 12. B 84-93 m2/hr. 24-30 m/hr. 13. A 80-100 ft./hr. Figure 11.7 Miscellaneous Concrete Work Productivities (Delmar/Cengage Learning) ITEM 1. 2. 3. 4. 5. 6. 1. STEEL BAR REINFORCING CREW: 1 Foreman 5 Rodmen BAR SIZE OPERATION #3 TO #6 #7 AND OVER Footings 0.39&#;0.40 tons/hr. 0.42-0.68 tons/hr. Walls 0.56-0.57 tons/hr. 0.58-0.75 tons/hr. Columns 0.28-0.29 tons/hr. 0.30-0.43 tons/hr. Beams 0.30-0.31 tons/hr. 0.32-0.51 tons/hr. Suspended Slabs 0.54-0.55 tons/hr. 0.56-0.75 tons/hr. Slabs-on-Grade 0.43-0.44 tons/hr. 0.43&#;0.72 tons/hr. METRIC BAR SIZE OPERATION 10 M TO 20 M 25 M AND OVER Footings 0.35-0.36 tonnes/hr. 0.38-0.62 tonnes/hr. Walls 0.51-0.52 tonnes/hr. 0.53-0.68 tonnes/hr. Columns 0.25-0.26 tonnes/hr. 0.27-0.39 tonnes/hr. Beams 0.27-0.28 tonnes/hr. 0.29&#;0.46 tonnes/hr. Suspended Slabs 0.49&#;0.50 tonnes/hr. 0.51-0.68 tonnes/hr. Slabs-on-Grade 0.39-0.40 tonnes/hr. 0.39&#;0.65 tonnes/hr. ITEM 1. 2. 3. 4. 5. 6. ITEM 1. 2. 3. 4. 5. 6. 7. 8. 2. WIRE MESH REINFORCING CREW: 1 Foreman 3 Laborers OUTPUTS SIZE OF MESH SMALL AREAS LARGE AREAS 6 x 6-10/10 800 sq. ft./hr. sq. ft./hr. 6 x 6&#;8/8 750 sq. ft./hr. sq. ft./hr. 6 x 6-6/6 680 sq. ft./hr. sq. ft./hr. 6 x 6-4/4 630 sq. ft./hr. sq. ft./hr. 4 x 4-10/10 720 sq. ft./hr. sq. ft./hr. 4x4-8/8 660 sq. ft./hr. sq. ft./hr. 4x4-6/6 600 sq. ft./hr. sq. ft./hr. 4 x 4-4/4 540 sq. ft./hr. sq. ft./hr. OUTPUTS (METRIC UNITS) SIZE OF MESH SMALL AREAS LARGE AREAS 150 x 150-W1.4 x W1.4 74 m2/hr. 137 m2/hr. 150 x 150-W2.1x W2.1 70 m²/hr. 127 m2/hr. 150 x 150-W2.9 x W2.9 63 m2/hr. 117 m2/hr. 150 x 150-W4.0 x 4.0 59 m2/hr. 108 m2/hr. 100 x 100-W1.4 x W1.4 67 m2/hr. 124 m2/hr. 100 x 100-W2.1 x W2.1 61 m2/hr. 111 m2/hr. 100 x 100-W2.9 x W2.9 56 m2/hr. 102 m2/hr. 100 x 100-W4.0 x W4.0 50 m2/hr. 93 m²/hr. ITEM 1. 2. 3. 4. 5. 6. 7. 8. Figure 11.6 Reinforcing Steel Productivities (Delmar/Cengage Learning) METHOD CREWS CREWA Chute CREWB Pumped CREW MEMBERS 1.0 Foreman 4.0 Laborers 1.0 Cem. Finisher 1.0 Foreman 5.0 Laborers 1.0 Cem. Finisher 1.0 Operator 1.0 Foreman 5.0 Laborers 1.0 Cem. Finisher 0.5 Foreman 1.0 Laborer 2.0 Cem. Finishers CREW C Crane and Bucket CREWD Hand Placed ITEM CREW OPERATION Continuous Strip Footings 1. A B 2. Isolated Footings and Pile Caps A B 3 Grade Beams and Pilasters A B 4. Foundation and Retaining Walls &#; B 5. Above-Grade Walls B &#; B &#; 6. Columns 7. Sumps and Manholes A B 8. Slab-on-Grade METHOD Chute Pumped Chute Pumped Chute Pumped Chute Pumped Pumped Crane Pumped Crane Chute Pumped Chute Pumped Chute Pumped Pumped Crane Pumped Crane Hand Placed Pumped Pumped Pumped Crane Pumped Pumped Crane Chute Pumped A B OUTPUT 10-20 cu. yd./hr. 8-15 m/hr. 8-15 cu. yd./hr. 6-12 m3/hr. 6-12 cu. yd./hr. 5-9 m/hr. 5-10 cu. yd./hr. 4-8 m/hr. 16-25 cu. yd./hr. 12-19 m3/hr. 14-18 cu. yd./hr. 11-14 m/hr. 10-13 cu. yd./hr. 8-10 m3/hr. 9-12 cu. yd./hr. 7-9 m/hr. 8-13 cu. yd./hr. 6-10 m3/hr. 7-12 cu. yd./hr. 5-9 m/hr. 5-10 cu. yd./hr. 4-8 m/hr. 4-9 cu. yd./hr. 3-7 m/hr. 6-10 cu. yd./hr. 5-8 m/hr. 5-9 cu. yd./hr. 4-7 m/hr. 13-22 cu. yd./hr. 10-17 m/hr. 14-23 cu. yd./hr. 11-18 m3/hr. 10-14 cu. yd./hr. 8-11 m/hr. 8-12 cu. yd./hr. 6-9 m/hr. 13-19 cu. yd./hr. 10-15 m3/hr. 11-17 cu. yd./hr. 8-13 m/hr. 5-9 cu. yd./hr. 4-7 m/hr. 4-8 cu. yd./hr. 3-6 m/hr. 25-60 sq. ft./hr. 2-6 m²/hr. 3-7 cu. yd./hr. 2-5 m3/hr. 5-9 cu. yd./hr. 4-7 m/hr. 7-12 cu, yd./hr. 5-9 m/hr. 6-11 cu. yd./hr. 5-8 m/hr. 6-10 cu. yd./hr. 5-8 m/hr. 5-8 cu. yd./hr. 4-6 m/hr. 6-9 cu. yd./hr. 5-7 m3/hr. 15-25 cu. yd./hr. 11-19 m/hr. 15-25 cu. yd./hr. 11-19 m/hr. 9. Mud Slab B 10. Suspended Slab and Beams B &#; 11. Stairs and Landings B &#; D 12. 13. Stair Treads Slab Topping-Separate -Monolithic Slab-on-Metal Deck B B 14. B &#; 15. Equipment Bases B 16. Beams B &#; 17. Sidewalks A B Figure 11.1 Concrete Work Productivities (Delmar/Cengage Learning)
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If you want to learn more, please visit our website anchor bolt installation.
Anchors are made to be installed in uncracked concrete and grout filled concrete masonry. The length of this anchor is the overall length of the anchor and one anchor diameter plus the fixture thickness should be allowed when selecting an overall length for your project.
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Product is made-to-order and ships 5 - 15 business days from order date.