What activity / scope of work is the Work Plan developed for? (i.e. what is the crew being asked to do in the field?)

1. What is to total contract value of the work included in this Work Plan?
2. How many tolerances must the crew adhere to and verify in the field?
3. In Step No. 7, to what depth must the backfill be added above the top of the pipe?
4. When excavating the trenchline, what is the recommended spacing to set shores?
5. When backfilling the trench, the slurry should be stopped how far below the existing utilities (like gas, phone, fiber, and water services)?
6. When will the process take place to verify the tolerance that states "Variations from grade and alignment shall not exceed .1 FT"? (at what step will the tolerance check occur?)
7. How many separate storm sewer crews are planned for the ARS Broadway Road Project as a whole?
8. According to the 5-week look ahead, how many total weeks will this operation require?Briefly explain your answer.
9. Explain why all Unit of Measure per Man-Hour (UOM / MH) numbers shown on page 1 are larger under the PRODUCTION GOALS (Financial Plan) section vs. the COST CODES & BUDGET SECTION?
10. What are the top 3 things you found to be the best / most helpful about the Work Plan?
11. What are the top 3 things you thought were missing? What could be improved?

 

PKS Kiewit PLAN COMPLETED BY: OPERATION LOCATION: Segment 3 Prepared 2/4/15 SCOPE OF WORK: Excavate, Lay, and Backfill HDPE Storm Sewer Pipe COST CODES & BUDGET DESCRIPTION Unload and String HDPE ELB 18" HDPE - Mainline ELB 24" HDPE - Mainline ELB 30" HDPE - Mainline ELB 15"-18" HDPE - Laterals PRODUCTION GOALS (Financial Plan) Unload and String HDPE ELB 18" HDPE - Mainline ELB 24" HDPE - Mainline ELB 30" HDPE - Mainline ELB 15"-18" HDPE - Laterals EQUIPMENT 3/4 Ton Pickup 950 Loader 3/4 Ton Pickup 321 Excavator DESCRIPTION 950 Loader 950 Loader Walk Behind Roller (Rammex) SUPPLIES DESCRIPTION DESCRIPTION Shovels, Broom, & Digging Bars Ladders for each trench DESCRIPTION Pipe Bedding HDPE Pipe CLSM WBS 1158 1160 1161 1162 1159 ARS Broadway Road INSTALL STORM DRAIN WORKPLAN Paint, String-line, Plumb-bobs, Measuring tapes 10ft and 15ft. Lifting Slings and swivel hook Saw-zali and cutting blades Pipe lubricant Colored Cones PM'S QTY 4,010 2,248 758 103 901 QTY 4,010 2,248 758 103 901 UNIT LF LF LF LF LF QTY 4,329 TN 4,010 LF 615 CY UNIT LF LF LF LF LF 1 1 QTY Unload and String 1 1 1 1 UOM/MH 50.00 1.50 2.00 1.41 0.85 QTY 2 ea. As Req'd 2 ea. 2 ea. 1 ea. As Req'd 5 ea. color UOM/MH 53.75 1.61 2.15 1.52 0.91 YIELD 10% MANPOWER 3% 10% Load-out Spoils 1 ELB HDPE Mainline and Laterals Operator Foreman Operator Laborer UOM/HR 50.00 7.50 10.00 7.05 4.25 Operator Foreman Operator Laborer UOM/HR 53.75 8.06 10.75 7.58 4.57 DESCRIPTION Operator SUBS Total MH UNIT COST 80.20 1498.67 379.00 73.05 1060.00 SPECIAL TOOLS WAGE/HR TOTAL HOURLY $ 42.77 $ 40.91 $ 26.92 COST $ 42.77 $ 40.91 $ 26.92 TOTAL HOURLY COST TOTAL $ 0.74 $ 2,967.40 $ 23.79 $53,477.05 $ 17.84 $ 13,522.72 $ 25.27 $ 2,602.81 37,914.08 $ 42.08 $ Total MH 74.6 $ 0.68 $ 2,726.80 1396.3 $ 22.16 $49,815.68 352.56 $ 16.60 $ 12,582.80 67.76 $ 23.48 $ 2,418.44 990.1 $ 39.21 $ 35,328.21 $40.91 TOTAL HOURLY COST AGA SA SA SA Total: UNIT COST Total: QTY 1 1 1 1 2 2 1 DESCRIPTION Shoring, pump tools, release tools Rotating Laser, Grade-rods, Pipe Laser, Transit $ 110,484.06 TOTAL $ $ $ $ $ $ $ $ $ $ 102,871.93 COST/HR 42.77 40.91 26.92 110.60 42.77 81.82 53.84 178.43 40.91 40.91 QTY As Req'd 1 ea. H.W. Johnson - Catch Basin Form and Pour Olson Pre-Cast - Build Storm Drain Manholes SURVEY NEEDS (Attach Sketch) Staking every 50'. 15'-20' off sets to center line, Double stake M/H, Tees, Angle points (one each on opposite side of excavation or two in line 15' & 20' off set).Lath should have off set distance, cut to invert, stationing, & elevation of survey point. Also should denote M/H, Angle, Tee. Start, End, Etc. SAFETY DESCRIPTION Hazard Analysis Dig Permit Trench Insp. Form Shoring Insp. Form QUALITY ITEM SD GRADE/ALIGN COMPACTION BF MOISTURE DEFLECTION FIRST RULE OF SAFETY: Never Walk Past an Unsafe Act or Condition CRITICAL SAFETY CONCERNS/HAZARDS ISSUE REQUIRED(Y/N) Y Y Y Y 95 TO 100% + OR- 2% 1 DEGREE (4"/20") DONE BY: Foreman Foreman Foreman Foreman QUALITY ANALYSIS TOLERANCES .10 FOOT 4 - Excavate Trench line WHEN PRIOR TO START DAILY DAILY DAILY FIRST RULE OF QUALITY: Right the First Time POTENTIAL QUALITY ISSUES HOW VERIFIED? LASER/EYE LEVEL/TRANSIT DENISTY TESTS DENISTY TESTS LASER/TRANSIT/TAPE Trench Conditions Live Traffic Equipment 9 - Excavate for Storm Drain Manhole QUALITY ANALYSIS COMPLETED BY: Kevin Freeland HOLD POINTS IS unty cure over night before backill. 2 Check bedding grade before laying pipe 5- Place Pipe Bedding 6- Install Carrier Pipe 7 - Backfill Pipe Zone (Slurry) 8- Backfill Trench line W/ Native Material - Mainline Trenches ISSUE Damage to existing utilities Line and Grade Compaction 1 - Site Inspection - Verify Blue-Stake Dig Permit ***Review JHA w/ Crew. 2 - Verify Survey and Layout Excavation Centerline 3 - Excavation Guidelines - Shoring Plan/ Guidelines Pipe Joints Slurry Pipe Float WORK SEQUENCE / OPERATIONAL PLAN STEP BY STEP 10- Form and Pour Pipe Collars / SD Lateral Connections PREVENTION (Refer to Hazard Analysis) Proper trench sloping or shoring in place. Proper T/C and stay in-side work zone. Use Designated spotters/ eye contact. PREVENTION Blue-Stake / Dig Permit. Use of proper instruments / survey. Density testing of bedding and backfill. Keep clean / no debris inside pipe. Place slurry in small shallow lifts Review By: Initial & Date Foreman: Engineer: Field Supt: Project Mgr: