Spreadsheet: 156410d1337281841-finding-the-number-of-days-a-range-contains-within-a-month-copy-of-cash-flow-schedule-copy
Sheet: PC-01 (2)

Activity ID | Activity Name | Orig Dur | Rem Dur | Start | Finish | Cost | Factor | Price | Price per day |  | 2012-04-01 00:00:00 | 2012-05-01 00:00:00 | 2012-06-01 00:00:00 | 2012-07-01 00:00:00 | 2012-08-01 00:00:00 | 2012-09-01 00:00:00 | 2012-10-01 00:00:00 | 2012-11-01 00:00:00 | 2012-12-01 00:00:00 | 2013-01-01 00:00:00 | 2013-02-01 00:00:00 | 2013-03-01 00:00:00
PC.0500 | Mobilize Equipment / Personnel / Trailers | 10 | 10 | 2012-04-16 00:00:00 | 2012-04-27 00:00:00 | 42465 | 2.4726245
PC.0510 | Project Start | 0 | 0 | 2012-04-16 00:00:00
PC.1000 | Install Initial E&SC Measures | 30 | 30 | 2012-04-30 00:00:00 | 2012-06-11 00:00:00 | 86000 | 1.36
PC.2090 | Site Demolition | 15 | 15 | 2012-04-30 00:00:00 | 2012-05-18 00:00:00 | 12000 | 1.76
PC.2000 | Clear & Grub @ Sed Basin / Ditch & Temp Basin | 5 | 5 | 2012-05-21 00:00:00 | 2012-05-25 00:00:00 | 24000 | 1.76
PC.2020 | Strip Permanent Sediment Basin Area | 2 | 2 | 2012-05-23 00:00:00 | 2012-05-24 00:00:00 | 6000 | 1.76
PC.2030 | Strip Outlying Ditch Area | 1 | 1 | 2012-05-25 00:00:00 | 2012-05-25 00:00:00 | 4000 | 1.76
PC.5000 | Haul from Cell Sediment Pond to Stockpile | 16 | 16 | 2012-05-25 00:00:00 | 2012-06-15 00:00:00 | 74000 | 2
PC.2040 | Strip Temp Sediment Basin Area | 2 | 2 | 2012-05-29 00:00:00 | 2012-05-30 00:00:00 | 6000 | 1.76
PC.4030 | Install Temp Sediment Basin BCCMP | 1 | 1 | 2012-06-04 00:00:00 | 2012-06-04 00:00:00 | 7000 | 1.5
PC.4000 | Install Temp Sediment Basin Drainage Structure | 2 | 2 | 2012-06-05 00:00:00 | 2012-06-06 00:00:00 | 22000 | 1.5
PC.4040 | Install Cell 9/10 Sediment Basin HDPE | 3 | 3 | 2012-06-05 00:00:00 | 2012-06-07 00:00:00 | 27000 | 1.5
PC.4010 | Install Cell 9/10 Sediment Basin Structure PHASE I | 2 | 2 | 2012-06-08 00:00:00 | 2012-06-11 00:00:00 | 27000 | 1.5
PC.1010 | Install Intermediate E&SC Measures | 92 | 92 | 2012-06-12 00:00:00 | 2012-10-17 00:00:00 | 200000 | 1.36
PC.5010 | Haul from Perimeter Ditch to Stockpile | 5 | 5 | 2012-06-18 00:00:00 | 2012-06-22 00:00:00 | 27000 | 2
PC.2010 | Clear & Grub Stockpile Areas | 16 | 16 | 2012-06-25 00:00:00 | 2012-07-16 00:00:00 | 92000 | 1.76
PC.5020 | Haul from S. Cell to Stockpile | 26 | 26 | 2012-06-25 00:00:00 | 2012-07-30 00:00:00 | 162000 | 2
PC.6000 | Screen & Stockpile 10-7 Clay | 102 | 102 | 2012-06-25 00:00:00 | 2012-11-13 00:00:00 | 277000 | 1.8
PC.2050 | Strip S. Cell Area & Vicinity | 5 | 5 | 2012-06-27 00:00:00 | 2012-07-03 00:00:00 | 14000 | 1.76
PC.2080 | Strip Topsoil @ Stockpile Areas | 5 | 5 | 2012-06-27 00:00:00 | 2012-07-03 00:00:00 | 12000 | 1.76
PC.2060 | Strip S. Cell Soil & Stockpile | 15 | 15 | 2012-07-05 00:00:00 | 2012-07-25 00:00:00 | 42000 | 1.76
[NAME] | Fine Grade Initial Subgrade - S. Cell B PH I | 15 | 15 | 2012-07-17 00:00:00 | 2012-08-06 00:00:00 | 27000 | 2
[NAME] | Haul Structural Fill from S. Cell A to S. Cell B | 20 | 20 | 2012-07-31 00:00:00 | 2012-08-27 00:00:00 | 167000 | 2
PC.5090 | Fine Grade Initial Subgrade - S. Cell A PH I | 16 | 16 | 2012-08-14 00:00:00 | 2012-09-04 00:00:00 | 27000 | 2
PC.2070 | [NAME] | 5 | 5 | 2012-08-21 00:00:00 | 2012-08-27 00:00:00 | 15000 | 1.76
PC.4180 | Install Site Storm Culverts - Intermediate Phase | 6 | 6 | 2012-08-28 00:00:00 | 2012-09-04 00:00:00 | 32000 | 1.5
PC.5040 | Cut Structural Fill from N. Cell B to Remaining S. Cell | 36 | 36 | 2012-08-28 00:00:00 | 2012-10-16 00:00:00 | 197000 | 2
PC.5120 | Fine Grade Top of 13" [NAME] | 21 | 21 | 2012-08-28 00:00:00 | 2012-09-25 00:00:00 | 29000 | 2
PC.6010 | Stockpile Clay from BCY to S. Cell 10-7 Fill | 20 | 20 | 2012-09-12 00:00:00 | 2012-10-09 00:00:00 | 67000 | 1.8
PC.6040 | Fine Grade S. Cell Top of 10-7 Clay | 20 | 20 | 2012-09-19 00:00:00 | 2012-10-16 00:00:00 | 24000 | 1.8
PC.5100 | Fine Grade Initial Subgrade - N. Cell B PH I | 15 | 15 | 2012-10-03 00:00:00 | 2012-10-23 00:00:00 | 20000 | 2
PC.5050 | Cut Structural Fill from N. Cell A to N. Cell B | 15 | 15 | 2012-10-17 00:00:00 | 2012-11-06 00:00:00 | 62000 | 2
PC.5110 | Fine Grade Initial Subgrade - N. Cell A PH I | 15 | 15 | 2012-10-24 00:00:00 | 2012-11-13 00:00:00 | 20000 | 2
PC.5060 | [NAME] to Remaining N. Cell Fill | 27 | 27 | 2012-11-07 00:00:00 | 2012-12-13 00:00:00 | 170000 | 2
PC.5130 | Fine Grade Top of 13" [NAME] | 22 | 22 | 2012-11-30 00:00:00 | 2012-12-31 00:00:00 | 28000 | 2
PC.5070 | Haul Stockpile to Sediment Basin Structural Fill | 15 | 15 | 2012-12-14 00:00:00 | 2013-01-08 00:00:00 | 67000 | 2
PC.6020 | Stockpile Clay from BCY to [NAME] 10-7 Fill | 20 | 20 | 2012-12-14 00:00:00 | 2013-01-15 00:00:00 | 48000 | 1.8
PC.4020 | Install Cell 9/10 Sediment Basin Structure PHASE II | 2 | 2 | 2012-12-21 00:00:00 | 2012-12-26 00:00:00 | 10000 | 1.5
PC.6050 | Fine Grade N. Cell Top of 10-7 Clay | 20 | 20 | 2012-12-21 00:00:00 | 2013-01-22 00:00:00 | 24000 | 1.8
PC.4070 | Install 30" ADS HDPE Drain Pipes from Cell to Sediment Basin | 5 | 5 | 2012-12-27 00:00:00 | 2013-01-03 00:00:00 | 8000 | 1.5
PC.7000 | Fine Grade N & W Access Roads - PH II | 2 | 2 | 2013-01-02 00:00:00 | 2013-01-03 00:00:00 | 5000 | 1.15
PC.4060 | Install 36" ADS HDPE Drain Pipes from [NAME] to Clear Pool | 2 | 2 | 2013-01-04 00:00:00 | 2013-01-07 00:00:00 | 12000 | 1.5
PC.4080 | Place Flowable Fill for 30" HDPE Drain Pipes | 1 | 1 | 2013-01-04 00:00:00 | 2013-01-04 00:00:00 | 5000 | 1.5
PC.7020 | Install N & W Access Road 8" Aggregate Surfacing - PH II | 2 | 2 | 2013-01-04 00:00:00 | 2013-01-07 00:00:00 | 45000 | 1.15
PC.4100 | Place Concrete for 30" HDPE Drain Pipes | 2 | 2 | 2013-01-07 00:00:00 | 2013-01-08 00:00:00 | 50000 | 1.5
PC.4050 | Install Cell 9/10 Final Basin Structures | 2 | 2 | 2013-01-08 00:00:00 | 2013-01-09 00:00:00 | 35000 | 1.5
PC.4090 | Place Flowable Fill for 36" HDPE Drain Pipes | 1 | 1 | 2013-01-08 00:00:00 | 2013-01-08 00:00:00 | 10000 | 1.5
PC.4110 | CIP 30" Triple Sloped Paved Headwalls ( 2 each) | 2 | 2 | 2013-01-09 00:00:00 | 2013-01-10 00:00:00 | 5000 | 1.5
PC.4120 | CIP 30" Quad Sloped Paved Headwalls ( 2 each) | 2 | 2 | 2013-01-09 00:00:00 | 2013-01-10 00:00:00 | 6000 | 1.5
PC.5140 | Fine Grade Top of 13" [NAME] | 2 | 2 | 2013-01-09 00:00:00 | 2013-01-10 00:00:00 | 8000 | 2
PC.1020 | Final Erosion Control | 30 | 30 | 2013-01-11 00:00:00 | 2013-02-21 00:00:00 | 140000 | 1.36
PC.4130 | CIP 4000 psi Concrete Ditch (1 each) | 2 | 2 | 2013-01-11 00:00:00 | 2013-01-14 00:00:00 | 10000 | 1.5
PC.6030 | Stockpile Clay from BCY to Pond Area 10-7 Fill | 5 | 5 | 2013-01-11 00:00:00 | 2013-01-17 00:00:00 | 85000 | 1.8
PC.4190 | Install Site Storm Culverts - Final Phase | 5 | 5 | 2013-01-16 00:00:00 | 2013-01-22 00:00:00 | 10000 | 1.5
PC.4140 | CIP 4000 psi Concrete Spillway @ Cell 9/10 Basin - PH II | 5 | 5 | 2013-01-18 00:00:00 | 2013-01-24 00:00:00 | 35000 | 1.5
PC.6060 | Fine Grade Pond Area Top of 10-7 Clay | 2 | 2 | 2013-01-18 00:00:00 | 2013-01-21 00:00:00 | 15000 | 1.8
PC.7010 | Fine Grade Access Berm Surfacing - PH III | 2 | 2 | 2013-01-22 00:00:00 | 2013-01-23 00:00:00 | 5000 | 1.15
PC.7030 | Install Cell Access Berm 8" Agg Surfacing (6" Buildup) - PH III | 3 | 3 | 2013-01-24 00:00:00 | 2013-01-28 00:00:00 | 70000 | 1.15
PC.4150 | CIP 4000 psi Concrete Spillway @ Cell 9/10 Clear Water Basin | 5 | 5 | 2013-01-25 00:00:00 | 2013-01-31 00:00:00 | 35000 | 1.5
PC.3000 | Install 60 Mil Liner @ Sediment Pond | 5 | 5 | 2013-02-01 00:00:00 | 2013-02-07 00:00:00 | 85000 | 1.06
PC.4160 | CIP 42" Sloped Headwall | 2 | 2 | 2013-02-01 00:00:00 | 2013-02-04 00:00:00 | 5000 | 1.5
PC.4170 | Chemproof Concrete Coating for Entire Project | 6 | 6 | 2013-02-05 00:00:00 | 2013-02-12 00:00:00 | 130000 | 1.5
PC.3010 | Install 60 Mil Liner @ Ditch | 5 | 5 | 2013-02-08 00:00:00 | 2013-02-14 00:00:00 | 60000 | 1.06
PC.3020 | Install Protective Cover @ Pond | 5 | 5 | 2013-02-08 00:00:00 | 2013-02-14 00:00:00 | 20000 | 1.06
[NAME] | [NAME] in Ditch | 5 | 5 | 2013-02-15 00:00:00 | 2013-02-21 00:00:00 | 59696 | 1.22
PC.8000 | Project Complete | 0 | 0 |  | 2013-02-21 00:00:00