|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 010707 | Estimate Number | 0031 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 07/27/2009 TO 08/05/2010 | ||||||
| Date Approved | 08/25/2010 | ||||||
| Primary Proj Number | X098011904001 | ||||||
| Project No. | APD 119-2 (69), APD 119-2 (69) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-SOUTH WILLAMSON ROAD (US119) | ||||||
| Description | ZEBULON TO BENT MOUNTAIN-JOHNS CREEK ROAD | ||||||
| Date Let | 09/28/2001 | Formal Acceptance | 07/24/2008 | ||||
| Date Awarded | 01/18/2002 | Date Work Began | 02/26/2002 | ||||
| Date Contract Executed | 01/28/2002 | Open To Traffic | 03/21/2008 | ||||
| Date NTP Issued | 01/28/2002 | Actual Completion Date | 03/21/2008 | ||||
| Current Contract Amount | $38,823,803.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $37,997,800.35 |
Total Earnings | $37,470,741.49 |
$37,331,094.44 |
$139,647.05 |
|
| Percent Complete | 96.51 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,353,062.31 |
Gross Earnings | $37,470,741.49 |
$37,331,094.44 |
$139,647.05 |
|
| Total Change Orders | $826,003.45 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $37,470,741.49 |
$37,331,094.44 |
$139,647.05 |
|||
| Contract Id | 010707 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0031 | Project Number | APD 119-2 (69), APD 119-2 (69) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 07/27/2009 TO 08/05/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Idle equipment reimbursement | Approved | 03/28/2005 | $440,677.14 | 4.0 | |||||
| 002 | INSTALLED CRUSHED AGGREGATE SIZE # 57 ROCK PILING CORES | Approved | 06/22/2005 | $361,836.65 | 4.0 | |||||
| 003 | Steel Price Adjustment | Approved | 02/17/2006 | $23,490.00 | 0.0 | |||||
| 004 | Drainage Modification | Approved | 04/23/2007 | $-0.34 | 0.0 | |||||
| 005 | Liquidated Damages Override | Approved | 05/27/2008 | $0.00 | 0.0 | |||||
| 006 | Fuel and Asphalt Adjustment and Lot Pay Adjustment | Approved | 02/11/2009 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X098011904001 | 0007 | ROADWAY EXCAVATION | FUEL | 0001 | 0.00 |
$0.00 |
$5,775.27 |
||
| X098011904001 | 0007 | ROADWAY EXCAVATION | FUEL | 0030 | 0.00 |
$0.00 |
$-5,775.27 |
||
| Contract Id | 010707 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X098011904001 | |||||||
| Estimate Nbr | 0031 | Period | 07/27/2009 TO 08/05/2010 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0001 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 10.00 | 5.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0002 | CONCRETE-CLASS A | 08100M | CU M | 1,081.00 | 1,007.000 | 770.000 | 770.000 | 425.00 | 327,250.00 | |||
| 0003 | STEEL REINFORCEMENT | 08150M | KG | 103,161.00 | 100,091.000 | 100,091.000 | 100,091.000 | 1.21 | 121,110.11 | |||
| 0004 | FOUNDATION PREPARATION (508+324.852) | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0005 | FOUNDATION PREPARATION (507+666.514) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0006 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0007 | ROADWAY EXCAVATION | 02200M | CU M | 6,579,311.00 | 6,565,649.000 | 6,565,649.000 | 6,565,649.000 | 2.39 | 15,691,901.11 | |||
| 0008 | WATER | 02242M | CU M | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0009 | CONCRETE-CLASS A | 08100M | CU M | 132.60 | 156.670 | 161.700 | 161.700 | 800.00 | 129,360.00 | |||
| 0010 | STEEL REINFORCEMENT | 08150M | KG | 5,580.80 | 6,692.800 | 6,895.300 | 6,895.300 | 2.20 | 15,169.66 | |||
| 0012 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 507.00 | 507.000 | 715.735 | 715.735 | 39.20 | 28,056.81 | |||
| 0013 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0014 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0015 | REMOVE GUARDRAIL | 02381M | M | 324.00 | 324.000 | 324.000 | 324.000 | 5.75 | 1,863.00 | |||
| 0016 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 1,992.00 | 1,992.000 | 3,639.184 | 3,639.184 | 1.00 | 3,639.18 | |||
| 0017 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 23,462.00 | 23,462.000 | 2,079.000 | 2,079.000 | 0.42 | 873.18 | |||
| 0018 | PAVE MARKING-THERMO STOP BAR-600 | 06568M | M | 38.00 | 38.000 | 5.200 | 5.200 | 39.00 | 202.80 | |||
| 0019 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 155.00 | 310.00 | |||
| 0020 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 14.00 | 14.000 | 15.000 | 15.000 | 28.00 | 420.00 | |||
| 0021 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 80.00 | 80.000 | 52.000 | 52.000 | 28.00 | 1,456.00 | |||
| 0022 | SIGNS | 02562M | SQ M | 143.00 | 143.000 | 19.980 | 19.980 | 97.00 | 1,938.06 | |||
| 0023 | BARRICADE-TYPE III | 02014 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0024 | TEMPORARY SIGNAL | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0025 | REMOVE PAVEMENT | 02091M | SQ M | 182.00 | 182.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0026 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0027 | CULVERT PIPE-375 MM | 00461M | M | 69.80 | 69.800 | 69.800 | 69.800 | 136.00 | 9,492.80 | |||
| 0028 | CULVERT PIPE-450 MM | 00462M | M | 126.30 | 126.300 | 129.322 | 129.322 | 116.00 | 15,001.35 | |||
| 0029 | CULVERT PIPE-600 MM | 00464M | M | 239.70 | 239.700 | 246.352 | 246.352 | 145.00 | 35,721.04 | |||
| 0030 | CULVERT PIPE-750 MM | 00466M | M | 22.70 | 22.700 | 22.265 | 22.265 | 292.00 | 6,501.38 | |||
| 0031 | CULVERT PIPE-900 MM | 00468M | M | 106.90 | 106.900 | 70.390 | 70.390 | 204.00 | 14,359.56 | |||
| 0032 | CULVERT PIPE-1200 MM | 00470M | M | 231.30 | 231.300 | 260.868 | 260.868 | 305.00 | 79,564.74 | |||
| 0033 | CULVERT PIPE-1500 MM | 00472M | M | 188.30 | 188.300 | 188.324 | 188.324 | 355.00 | 66,855.02 | |||
| 0034 | CULVERT PIPE-1650 MM | 00473M | M | 60.00 | 60.000 | 60.000 | 60.000 | 441.00 | 26,460.00 | |||
| 0035 | CULVERT PIPE-1950 MM | 00475M | M | 78.00 | 78.000 | 77.900 | 77.900 | 620.00 | 48,298.00 | |||
| 0036 | CULVERT PIPE-2250 MM | 00477M | M | 63.30 | 81.600 | 81.740 | 81.740 | 735.00 | 60,078.90 | |||
| 0037 | CULVERT PIPE-2400 MM | 00478M | M | 14.80 | 14.800 | 14.778 | 14.778 | 754.00 | 11,142.61 | |||
| 0038 | STORM SEWER PIPE-375 MM | 00521M | M | 358.10 | 358.100 | 417.865 | 417.865 | 94.00 | 39,279.31 | |||
| 0039 | STORM SEWER PIPE-450 MM | 00522M | M | 324.00 | 324.000 | 427.331 | 427.331 | 106.00 | 45,297.08 | |||
| 0040 | STORM SEWER PIPE-600 MM | 00524M | M | 213.60 | 213.600 | 201.237 | 201.237 | 125.00 | 25,154.62 | |||
| 0041 | STORM SEWER PIPE-750 MM | 00526M | M | 447.90 | 447.900 | 504.379 | 504.379 | 157.00 | 79,187.50 | |||
| 0042 | STORM SEWER PIPE-900 MM | 00528M | M | 329.40 | 329.400 | 324.410 | 324.410 | 199.00 | 64,557.59 | |||
| 0043 | STORM SEWER PIPE-1050 MM | 00529M | M | 247.10 | 247.100 | 247.355 | 247.355 | 216.00 | 53,428.68 | |||
| 0044 | ENTRANCE PIPE-750 MM | 00445M | M | 31.80 | 31.800 | 0.000 | 0.000 | 143.00 | 0.00 | |||
| 0045 | PERFORATED PIPE-100 MM | 01000M | M | 202.00 | 202.000 | 242.552 | 242.552 | 44.00 | 10,672.28 | |||
| 0046 | NON-PERFORATED PIPE-100 MM | 01010M | M | 113.00 | 113.000 | 159.037 | 159.037 | 35.00 | 5,566.29 | |||
| 0047 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0048 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0049 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0050 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0051 | DROP BOX INLET TYPE 1 | 01490 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 1,800.00 | 14,400.00 | |||
| 0052 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0053 | DROP BOX INLET TYPE 5B | 01505 | EACH | 20.00 | 20.000 | 22.000 | 22.000 | 2,200.00 | 48,400.00 | |||
| 0054 | DROP BOX INLET TYPE 7 | 01538 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,850.00 | 25,650.00 | |||
| 0055 | DROP BOX INLET TYPE 14 | 01577 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
| 0056 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0057 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0058 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0059 | SEEDING AND PROTECTION | 05985M | SQ M | 390,842.00 | 390,842.000 | 330,009.300 | 330,009.300 | 0.38 | 125,403.53 | |||
| 0060 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 39,100.00 | 39,100.000 | 973.400 | 973.400 | 0.30 | 292.02 | |||
| 0061 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 340,156.00 | 340,156.000 | 253,436.300 | 253,436.300 | 0.22 | 55,755.98 | |||
| 0062 | TOPDRESSING FERTILIZER | 05966M | MTON | 23.50 | 23.500 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0063 | EROSION CONTROL BLANKET | 05950M | SQ M | 33,264.00 | 2,000.570 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0064 | SILT TRAP TYPE B | 02704 | EACH | 107.00 | 107.000 | 19.000 | 19.000 | 300.00 | 5,700.00 | |||
| 0065 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 321.00 | 321.000 | 44.000 | 44.000 | 100.00 | 4,400.00 | |||
| 0066 | SILT CHECK | 02705 | EACH | 120.00 | 120.000 | 62.000 | 62.000 | 100.00 | 6,200.00 | |||
| 0067 | CLEAN SILT CHECK | 02708 | EACH | 320.00 | 320.000 | 67.000 | 67.000 | 25.00 | 1,675.00 | |||
| 0068 | TEMPORARY SILT FENCE | 02701M | M | 10,835.00 | 10,835.000 | 1,438.450 | 1,438.450 | 6.00 | 8,630.70 | |||
| 0069 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 21,670.00 | 21,670.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0070 | CHANNEL LINING CLASS IA | 02482M | MTON | 3,403.00 | 3,403.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0071 | CHANNEL LINING CLASS II | 02483M | MTON | 5,654.00 | 5,654.000 | 3,312.054 | 3,312.054 | 18.00 | 59,616.97 | |||
| 0072 | CHANNEL LINING CLASS IV | 02488M | CU M | 5,630.00 | 5,630.000 | 5,933.420 | 5,933.420 | 5.00 | 29,667.10 | |||
| 0073 | SETTLEMENT PLATFORM | 02692 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0074 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 7.00 | 7.000 | 19.000 | 19.000 | 125.00 | 2,375.00 | |||
| 0075 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 6,918.00 | 6,918.000 | 5,958.800 | 5,958.800 | 16.40 | 97,724.32 | |||
| 0076 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 2,000.00 | 2,000.000 | 47.053 | 47.053 | 40.00 | 1,882.12 | |||
| 0077 | CRUSHED STONE BASE | 00003M | MTON | 5,614.00 | 5,614.000 | 3,887.696 | 3,887.696 | 25.51 | 99,175.12 | |||
| 0078 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 1.40 | 1.400 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0079 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 11.40 | 11.400 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0080 | CEMENT | 02542M | MTON | 25.00 | 25.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0081 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | MTON | 2,914.00 | 2,914.000 | 5,182.250 | 5,182.250 | 52.92 | 274,244.67 | |||
| 0082 | CL2 ASPH BASE 25.0D PG64-22 | 00212M | MTON | 446.00 | 446.000 | 782.660 | 782.660 | 52.92 | 41,418.36 | |||
| 0083 | CL3 ASPH BASE 25.0D PG70-22 | 00215M | MTON | 1,228.00 | 0.000 | 0.000 | 0.000 | 58.82 | 0.00 | |||
| 0084 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 397.00 | 397.000 | 0.000 | 0.000 | 56.15 | 0.00 | |||
| 0086 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 167.00 | 167.000 | 327.170 | 327.170 | 68.57 | 22,434.04 | |||
| 0087 | CL3 ASPH SURF 12.5B PG70-22 | 00325M | MTON | 593.00 | 66.440 | 0.000 | 0.000 | 69.72 | 0.00 | |||
| 0088 | CLEARING AND GRUBBING (91 HECTACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 399,000.00 | 399,000.00 | |||
| 0089 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 185,000.00 | 185,000.00 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0091 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0092 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0245 | CL2 ASPH SURF 12.5D PG64-22 | 09071M01 | MTON | 176.00 | 176.000 | 457.040 | 457.040 | 68.57 | 31,339.23 | |||
| 0250 | STEPPED GABION | 09638M01 | MTON | 8,822.00 | 6,413.220 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 8000 | EW~ Idle Equipment Spread Reim | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 418,727.52 | 418,727.52 | |||
| 8001 | EW~ Steel Super. Fab. Rev. | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,949.62 | 21,949.62 | |||
| 8004 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 23,490.000 | 23,490.000 | 23,490.000 | 1.00 | 23,490.00 | |||
| 8005 | CL4 ASPH SURF 12.5D PG76-22 | 00317M | MTON | 0.00 | 526.560 | 574.190 | 574.190 | 69.72 | 40,032.52 | |||
| 8006 | CL3 ASPH BASE 37.5D PG76-22 | 00207M | MTON | 0.00 | 1,228.000 | 1,556.560 | 1,556.560 | 58.82 | 91,556.85 | |||
| 8007 | RELOCATE TEMP CONC MED BARRIER | 02003M | M | 0.00 | 768.600 | 768.600 | 768.600 | 15.00 | 11,529.00 | |||
| 8008 | INSTALL TEMP CONC MED BARR | 01992M | M | 0.00 | 667.950 | 667.950 | 667.950 | 75.00 | 50,096.25 | |||
| 8009 | FLOWABLE FILL | 02220M | CU M | 0.00 | 574.000 | 123.930 | 123.930 | 125.00 | 15,491.25 | |||
| 8010 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 0.00 | 359.000 | 359.000 | 359.000 | 137.89 | 49,502.51 | |||
| 8011 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -222,000.000 | -222,000.000 | 1.00 | -222,000.00 | |||
| 8012 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 25,455.810 | 18,240.630 | 18,240.630 | 1.00 | 18,240.63 | |||
| 8013 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 12,429.010 | 16,467.370 | 16,467.370 | 1.00 | 16,467.37 | |||
| 8014 | LOT PAY ADJUSTMENT for CL3 Asphalt Base 37.5D PG64-22 | 10000NS | DOLL | 0.00 | 595.350 | 595.350 | 595.350 | 1.00 | 595.35 | |||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0003 BRIDGE | |||||||
| 0093 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 224.00 | 224.000 | 224.000 | 224.000 | 60.00 | 13,440.00 | |||
| 0094 | MASONRY COATING | 02998M | SQ M | 1,145.00 | 1,145.000 | 1,048.750 | 1,048.750 | 8.00 | 8,390.00 | |||
| 0095 | CONCRETE-CLASS A | 08100M | CU M | 123.00 | 123.000 | 123.000 | 123.000 | 425.00 | 52,275.00 | |||
| 0096 | CONCRETE-CLASS AAA | 08105M | CU M | 460.00 | 460.000 | 460.000 | 460.000 | 535.00 | 246,100.00 | |||
| 0097 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 272.00 | 272.000 | 261.450 | 261.450 | 25.00 | 6,536.25 | |||
| 0098 | PILES-STEEL HP360X132 | 08051M | M | 1,241.00 | 1,241.000 | 1,227.246 | 1,227.246 | 110.00 | 134,997.06 | |||
| 0099 | TEST PILES | 08033M | M | 114.00 | 114.000 | 114.000 | 114.000 | 100.00 | 11,400.00 | |||
| 0100 | STEEL REINF-EPOXY COATED | 08151M | KG | 73,698.00 | 73,698.000 | 73,698.000 | 73,698.000 | 1.30 | 95,807.40 | |||
| 0101 | STEEL REINFORCEMENT | 08150M | KG | 10,608.00 | 10,608.000 | 10,608.000 | 10,608.000 | 1.21 | 12,835.68 | |||
| 0102 | PILE POINTS-14 INCH | 08095 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 100.00 | 3,600.00 | |||
| 0103 | PRECAST PC I BEAM TYPE 5 | 08636M | M | 517.00 | 517.000 | 517.000 | 517.000 | 600.00 | 310,200.00 | |||
| 0104 | APPROACH SLAB | 08500M | SQ M | 282.00 | 282.000 | 282.000 | 282.000 | 100.00 | 28,200.00 | |||
| 0105 | STRUCTURAL STEEL (20+371.327)(APPROX. 1076) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0106 | FOUNDATION PREPARATION (20+371.327) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 8003 | EW~ UNIT PRICE FOR INSTALLING CRUSHED AGGR #57 IN ROCK CORES,. | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 361,836.65 | 361,836.65 | |||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0005 BRIDGE | |||||||
| 0107 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 189.00 | 189.000 | 189.000 | 189.000 | 60.00 | 11,340.00 | |||
| 0108 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 3,985.00 | 3,985.000 | 3,255.690 | 3,255.690 | 28.00 | 91,159.32 | |||
| 0109 | MASONRY COATING | 02998M | SQ M | 3,985.00 | 3,985.000 | 912.486 | 912.486 | 8.00 | 7,299.88 | |||
| 0110 | CONCRETE-CLASS A | 08100M | CU M | 3,585.90 | 3,585.900 | 3,585.900 | 3,585.900 | 425.00 | 1,524,007.50 | |||
| 0111 | CONCRETE-CLASS AAA | 08105M | CU M | 2,048.00 | 2,048.000 | 2,048.000 | 2,048.000 | 535.00 | 1,095,680.00 | |||
| 0112 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 930.00 | 930.000 | 190.544 | 190.544 | 25.00 | 4,763.60 | |||
| 0113 | PILES-STEEL HP360X108 | 08050M | M | 526.00 | 526.000 | 521.730 | 521.730 | 100.00 | 52,173.00 | |||
| 0114 | TEST PILES | 08033M | M | 47.00 | 47.000 | 47.000 | 47.000 | 100.00 | 4,700.00 | |||
| 0115 | STEEL REINF-EPOXY COATED | 08151M | KG | 394,945.00 | 394,945.000 | 394,945.000 | 394,945.000 | 1.30 | 513,428.50 | |||
| 0116 | STEEL REINFORCEMENT | 08150M | KG | 474,059.00 | 474,059.000 | 474,059.000 | 474,059.000 | 1.21 | 573,611.39 | |||
| 0117 | PILE POINTS-14 INCH | 08095 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 100.00 | 2,500.00 | |||
| 0119 | FLOWABLE FILL | 02220M | CU M | 315.00 | 315.000 | 315.000 | 315.000 | 126.00 | 39,690.00 | |||
| 0120 | DRAIN PIPE-150 MM | 08820M | M | 42.00 | 42.000 | 42.000 | 42.000 | 185.00 | 7,770.00 | |||
| 0121 | CHAIN LINK FENCE-2.7 M | 08713M | M | 150.00 | 150.000 | 146.200 | 146.200 | 150.00 | 21,930.00 | |||
| 0122 | STRUCTURAL STEEL (508+095.000SB)(APPROX 1 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,325,000.00 | 4,325,000.00 | |||
| 0123 | FOUNDATION PREPARATION (508+095.000) A | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,000.00 | 33,000.00 | |||
| 0124 | SHEAR CONNECTORS (508+095 SB)(APPROX 615 | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0255 | FINGER EXPANSION JOINT | 07303M01 | M | 32.90 | 32.900 | 32.900 | 32.900 | 5,000.00 | 164,500.00 | |||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0007 BRIDGE | |||||||
| 0125 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 142.00 | 142.000 | 142.000 | 142.000 | 60.00 | 8,520.00 | |||
| 0126 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 3,840.00 | 3,840.000 | 3,350.120 | 3,350.120 | 28.00 | 93,803.36 | |||
| 0127 | MASONRY COATING | 02998M | SQ M | 3,770.00 | 3,770.000 | 767.163 | 767.163 | 8.00 | 6,137.30 | |||
| 0128 | CONCRETE-CLASS A | 08100M | CU M | 3,484.00 | 3,484.000 | 3,484.000 | 3,484.000 | 425.00 | 1,480,700.00 | |||
| 0129 | CONCRETE-CLASS AAA | 08105M | CU M | 1,652.00 | 1,652.000 | 1,652.000 | 1,652.000 | 535.00 | 883,820.00 | |||
| 0130 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 810.00 | 810.000 | 188.945 | 188.945 | 25.00 | 4,723.62 | |||
| 0131 | PILES-STEEL HP360X108 | 08050M | M | 391.00 | 391.000 | 373.218 | 373.218 | 100.00 | 37,321.80 | |||
| 0132 | TEST PILES | 08033M | M | 41.00 | 41.000 | 41.000 | 41.000 | 100.00 | 4,100.00 | |||
| 0133 | STEEL REINF-EPOXY COATED | 08151M | KG | 321,881.00 | 321,881.000 | 321,881.000 | 321,881.000 | 1.30 | 418,445.30 | |||
| 0134 | STEEL REINFORCEMENT | 08150M | KG | 486,740.00 | 486,740.000 | 486,740.000 | 486,740.000 | 1.21 | 588,955.40 | |||
| 0135 | PILE POINTS-14 INCH | 08095 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 100.00 | 2,100.00 | |||
| 0137 | FLOWABLE FILL | 02220M | CU M | 245.00 | 245.000 | 245.000 | 245.000 | 126.00 | 30,870.00 | |||
| 0138 | DRAIN PIPE-150 MM | 08820M | M | 64.00 | 64.000 | 64.000 | 64.000 | 185.00 | 11,840.00 | |||
| 0139 | CHAIN LINK FENCE-2.7 M | 08713M | M | 140.00 | 140.000 | 140.200 | 140.200 | 150.00 | 21,030.00 | |||
| 0140 | STRUCTURAL STEEL (508+095.000 NB)(APPROX 1 | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,670,000.00 | 3,670,000.00 | |||
| 0141 | FOUNDATION PREPARATION (508+095+000) B | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,000.00 | 33,000.00 | |||
| 0142 | SHEAR CONNECTORS (508+095 NB)(4928 KG) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0260 | FINGER EXPANSION JOINT | 07303M01 | M | 25.60 | 25.600 | 25.600 | 25.600 | 5,000.00 | 128,000.00 | |||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0009 STREAM MITIGATION | |||||||
| 0144 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 8,000.00 | 8,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0215 | GREEN ASH | 09168N01 | EACH | 300.00 | 300.000 | 300.000 | 300.000 | 64.00 | 19,200.00 | |||
| 0220 | WHITE ASH | 09193N01 | EACH | 300.00 | 300.000 | 300.000 | 300.000 | 64.00 | 19,200.00 | |||
| 0225 | WHITE OAK | 09462N01 | EACH | 300.00 | 300.000 | 300.000 | 300.000 | 64.00 | 19,200.00 | |||
| 0230 | PIN OAK | 09617N01 | EACH | 300.00 | 300.000 | 300.000 | 300.000 | 64.00 | 19,200.00 | |||
| 0235 | CLAY CHANNEL LINING | 09634M01 | CU M | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0240 | RIPARIAN ZONE SEED MIX | 09635M01 | SQ M | 10,000.00 | 10,000.000 | 6,976.800 | 6,976.800 | 0.82 | 5,720.97 | |||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0011 TRAINEES | |||||||
| 0200 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 8,000.00 | 8,000.000 | 8,011.500 | 8,011.500 | 0.80 | 6,409.20 | |||
| Project | X098011904001 | Fed/State Project Number | APD 119-2 (69) | Category | 0013 MOB / DEMOB | |||||||
| 0205 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 0210 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 558,588.18 | 139,647.04 | 558,588.18 | |
| SUBTOT | $139,647.04 |
$37,464,238.15 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | X098011904002 | Fed/State Project Number | APD 119-2 (69) | Category | 0014 NON PARTICIPATING FEDERAL FUNDS | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 8015 | FUEL ADJUSTMENT Non Participating Federal Funds | 10020NS | DOLL | 0.00 | 5,010.630 | 4,752.610 | 4,752.610 | 1.00 | 4,752.61 | |||
| 8016 | ASPHALT ADJUSTMENT Non Participating Federal Funds | 10030NS | DOLL | 0.00 | 1,841.170 | 1,750.700 | 1,750.700 | 1.00 | 1,750.70 | |||
| SUBTOT | $0.00 |
$37,470,741.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||