|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 041110 | Estimate Number | 0067 | 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 | 09/07/2009 TO 06/07/2012 | ||||||
| Date Approved | 07/13/2012 | ||||||
| Primary Proj Number | D098046004110 | ||||||
| Project No. | APD 80-6 (20), APD 80-6 (20) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
| Description | FROM GREASY CREEK TO SNAKE BRANCH ROAD | ||||||
| Date Let | 08/06/2004 | Formal Acceptance | 05/20/2010 | ||||
| Date Awarded | 08/17/2004 | Date Work Began | 01/03/2005 | ||||
| Date Contract Executed | 09/16/2004 | Open To Traffic | 12/05/2007 | ||||
| Date NTP Issued | 09/16/2004 | Actual Completion Date | 12/05/2007 | ||||
| Current Contract Amount | $14,960,932.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $23,637,543.26 |
Total Earnings | $14,767,250.82 |
$14,682,506.20 |
$84,744.62 |
|
| Percent Complete | 98.71 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $193,682.03 |
Gross Earnings | $14,767,250.82 |
$14,682,506.20 |
$84,744.62 |
|
| Total Change Orders | $-8,676,610.41 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $14,767,250.82 |
$14,682,506.20 |
$84,744.62 |
|||
| Contract Id | 041110 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0067 | Project Number | APD 80-6 (20), APD 80-6 (20) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 09/07/2009 TO 06/07/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel Adjustment and Mass Concrete REVISED | Approved | 05/02/2008 | $354,715.93 | 0.0 | |||||
| 002 | Administrative Settlement | Approved | 12/19/2007 | $2,100,000.00 | 0.0 | |||||
| 004 | Mass concrete, beams, and salvage material CLOSE OUT | Approved | 08/28/2009 | $-1,131,326.34 | 0.0 | |||||
| 005 | Override Change Order to remove fund not needed see CO2 & $ | Approved | 04/12/2012 | $10,000,000.00 | 0.0 | |||||
| 006 | Correction to #5 wrong amount | Approved | 04/13/2012 | $-20,000,000.00 | 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 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL | 0007 | 0.00 |
$0.00 |
$1,146.76 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0012 | 0.00 |
$0.00 |
$6,597.96 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0015 | 0.00 |
$0.00 |
$3,676.22 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0018 | 0.00 |
$0.00 |
$4,894.70 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0018 | 0.00 |
$0.00 |
$12,970.28 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0018 | 0.00 |
$0.00 |
$12,327.58 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$15,698.87 |
||
| D098046004110 | 0060 | CEMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0022 | 0.00 |
$0.00 |
$14,621.55 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$106,345.13 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$36,479.46 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$15,442.10 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$14,621.55 |
||
| D098046004110 | 0060 | CEMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$-14,621.55 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$27,084.58 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0031 | 0.00 |
$0.00 |
$24,290.70 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$2,246.40 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0038 | 0.00 |
$0.00 |
$148.44 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0038 | 0.00 |
$0.00 |
$120.60 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-1,146.76 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-6,597.96 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-3,676.22 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-4,894.70 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-12,970.28 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-12,327.58 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-15,698.87 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-14,621.55 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-106,345.13 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-36,479.46 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-15,442.10 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-27,084.58 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-24,290.70 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-2,246.40 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-148.44 |
||
| D098046004110 | 0010 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-120.60 |
||
| Contract Id | 041110 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | D098046004110 | |||||||
| Estimate Nbr | 0067 | Period | 09/07/2009 TO 06/07/2012 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | D098046004110 | Fed/State Project Number | APD 80-6 (20) | 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 | |
| 0010 | ROADWAY EXCAVATION | 02200 | CUYD | 2,796,094.00 | 2,796,094.000 | 1,609,657.000 | 1,609,657.000 | 2.52 | 4,056,335.64 | |||
| 0020 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 15,083.00 | 15,083.000 | 5,255.000 | 5,255.000 | 6.00 | 31,530.00 | |||
| 0030 | PLUG WATER WELL | 02475 | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 1,500.00 | 18,000.00 | |||
| 0040 | CHANNEL LINING CLASS II | 02483 | TON | 6,209.00 | 6,209.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0050 | CHANNEL LINING CLASS IV | 02488 | CUYD | 6,253.00 | 6,253.000 | 1,993.350 | 1,993.350 | 5.00 | 9,966.75 | |||
| 0060 | CEMENT | 02542 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0070 | CLEARING AND GRUBBING 63 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 182,000.00 | 182,000.00 | |||
| 0080 | SIGNS | 02562 | SQFT | 192.00 | 192.000 | 112.000 | 112.000 | 15.00 | 1,680.00 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.530 | 0.530 | 88,000.00 | 46,640.00 | |||
| 0100 | TEMPORARY SILT FENCE | 02701 | LF | 18,048.00 | 18,048.000 | 780.000 | 780.000 | 2.25 | 1,755.00 | |||
| 0110 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 16.000 | 16.000 | 400.00 | 6,400.00 | |||
| 0120 | SILT CHECK | 02705 | EACH | 93.00 | 93.000 | 48.000 | 48.000 | 75.00 | 3,600.00 | |||
| 0130 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 30.00 | 30.000 | 24.000 | 24.000 | 100.00 | 2,400.00 | |||
| 0140 | CLEAN SILT CHECK | 02708 | EACH | 279.00 | 279.000 | 178.000 | 178.000 | 25.00 | 4,450.00 | |||
| 0150 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 36,096.00 | 36,096.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.530 | 0.530 | 171,000.00 | 90,630.00 | |||
| 0170 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,100.00 | 20,100.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0180 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 12,970.00 | 12,970.000 | 78,090.600 | 78,090.600 | 0.25 | 19,522.65 | |||
| 0190 | TOPDRESSING FERTILIZER | 05966 | TON | 67.00 | 67.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0200 | SEEDING AND PROTECTION | 05985 | SQYD | 129,697.00 | 129,697.000 | 118,897.314 | 118,897.314 | 0.30 | 35,669.19 | |||
| 0210 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 21,411.00 | 21,411.000 | 46,558.814 | 46,558.814 | 0.25 | 11,639.70 | |||
| 0220 | SODDING | 05990 | SQYD | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0230 | STORM SEWER PIPE-15 INCH | 00521 | LF | 86.00 | 0.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0240 | STORM SEWER PIPE-18 INCH | 00522 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0250 | STORM SEWER PIPE-24 INCH | 00524 | LF | 333.00 | 253.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0260 | STORM SEWER PIPE-30 INCH | 00526 | LF | 830.00 | 526.000 | 82.000 | 82.000 | 141.00 | 11,562.00 | |||
| 0270 | STORM SEWER PIPE-36 INCH | 00528 | LF | 1,207.00 | 1,207.000 | 201.000 | 201.000 | 225.00 | 45,225.00 | |||
| 0280 | CULVERT PIPE-24 INCH | 00464 | LF | 212.00 | 212.000 | 210.000 | 210.000 | 49.00 | 10,290.00 | |||
| 0290 | CULVERT PIPE-60 INCH | 00472 | LF | 173.00 | 173.000 | 200.000 | 200.000 | 145.00 | 29,000.00 | |||
| 0300 | CULVERT PIPE-42 INCH EQUIV | 00498 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 0310 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0320 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0330 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0340 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0350 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0360 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,850.00 | 0.00 | |||
| 0370 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 2.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0380 | DROP BOX INLET TYPE 2 | 01493 | EACH | 9.00 | 2.000 | 0.500 | 0.500 | 2,500.00 | 1,250.00 | |||
| 0390 | DROP BOX INLET TYPE 5B | 01505 | EACH | 8.00 | 7.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0400 | CONCRETE-CLASS A | 08100 | CUYD | 73.61 | 73.610 | 5.650 | 5.650 | 830.00 | 4,689.50 | |||
| 0410 | STEEL REINFORCEMENT | 08150 | LB | 2,638.00 | 2,638.000 | 371.000 | 371.000 | 1.67 | 619.57 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 113,589.640 | 113,589.640 | 113,589.640 | 1.00 | 113,589.64 | |||
| 8003 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 300.000 | 51.770 | 51.770 | 21.00 | 1,087.17 | |||
| 8025 | STORM SEWER PIPE-15 INCH Salvage | 00521 | LF | 0.00 | 86.000 | 86.000 | 86.000 | 7.78 | 669.08 | |||
| 8026 | STORM SEWER PIPE-24 INCH Salvage | 00524 | LF | 0.00 | 80.000 | 80.000 | 80.000 | 18.54 | 1,483.20 | |||
| 8027 | STORM SEWER PIPE-30 INCH Salvage | 00526 | LF | 0.00 | 304.000 | 304.000 | 304.000 | 19.59 | 5,955.36 | |||
| 8028 | CULVERT PIPE-60 INCH Salvage | 00472 | LF | 0.00 | 23.000 | 23.000 | 23.000 | 93.26 | 2,144.98 | |||
| 8029 | S & F BOX INLET-OUTLET-30 INCH Salvage | 01452 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,984.32 | 1,984.32 | |||
| 8030 | HEADWALL Standard 36 Inch (Salvage) | 09707N03 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 969.90 | 969.90 | |||
| 8031 | DROP BOX INLET TYPE 2 Salvage | 01493 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 832.10 | 5,824.70 | |||
| 8032 | DROP BOX INLET TYPE 1 Salvage | 01490 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 832.10 | 832.10 | |||
| 8033 | DROP BOX INLET TYPE 5B Salvage | 01505 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 832.10 | 832.10 | |||
| Project | D098046004110 | Fed/State Project Number | APD 80-6 (20) | Category | 0002 BRIDGE | |||||||
| 0430 | CONCRETE-CLASS A | 08100 | CUYD | 8,350.00 | 8,350.000 | 5,003.835 | 5,003.835 | 330.00 | 1,651,265.55 | |||
| 0440 | CONCRETE-CLASS AA | 08104 | CUYD | 6,835.00 | 6,835.000 | 36.800 | 36.800 | 365.00 | 13,432.00 | |||
| 0450 | STEEL REINFORCEMENT | 08150 | LB | 1,558,505.00 | 1,558,505.000 | 898,684.240 | 898,684.240 | 0.77 | 691,986.86 | |||
| 0451 | STEEL REINF-EPOXY COATED | 08151 | LB | 1,933,417.00 | 1,933,417.000 | 53,728.000 | 53,728.000 | 0.83 | 44,594.24 | |||
| 0460 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 15,050.50 | 0.000 | 0.000 | 0.000 | 218.00 | 0.00 | |||
| 0470 | PRECAST PC I BEAM TYPE 8 | 08638 | LF | 4,362.00 | 0.000 | 0.000 | 0.000 | 242.00 | 0.00 | |||
| 0480 | PILES-STEEL HP14X73 | 08050 | LF | 2,784.00 | 2,784.000 | 0.000 | 0.000 | 43.50 | 0.00 | |||
| 0490 | PILES-STEEL HP14X89 | 08051 | LF | 13,500.00 | 13,500.000 | 12,832.030 | 12,832.030 | 49.00 | 628,769.47 | |||
| 0500 | TEST PILES | 08033 | LF | 114.00 | 114.000 | 0.000 | 0.000 | 49.00 | 0.00 | |||
| 0510 | TEST PILES | 08033 | LF | 620.00 | 620.000 | 620.000 | 620.000 | 49.00 | 30,380.00 | |||
| 0520 | PILE POINTS-14 INCH | 08095 | EACH | 314.00 | 314.000 | 146.000 | 146.000 | 117.00 | 17,082.00 | |||
| 0530 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 337.60 | 0.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
| 0540 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 187.70 | 0.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
| 0550 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 168.80 | 0.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
| 0560 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 6,061.00 | 6,061.000 | 204.260 | 204.260 | 28.50 | 5,821.41 | |||
| 0561 | FOUNDATION PREPARATION WB 316+27.50 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0570 | FOUNDATION PREPARATION EB 316+27.50 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0580 | FOUNDATION PREPARATION WB 346+85.00 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,000.00 | 0.00 | |||
| 0581 | FOUNDATION PREPARATION EB 346+85.00 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0590 | FOUNDATION PREPARATION WB 330+50.00 | 08003 | LS | 1.00 | 1.000 | 0.222 | 0.222 | 55,000.00 | 12,210.00 | |||
| 0591 | FOUNDATION PREPARATION EB 330+50.00 | 08003 | LS | 1.00 | 1.000 | 0.438 | 0.438 | 50,000.00 | 21,900.00 | |||
| 0600 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5,018.90 | 5,018.900 | 5,131.440 | 5,131.440 | 12.00 | 61,577.28 | |||
| 0610 | MASONRY COATING | 02998 | SQYD | 17,966.90 | 17,966.900 | 4,176.000 | 4,176.000 | 9.00 | 37,584.00 | |||
| 0620 | CHAIN LINK FENCE-9 FT | 08713 | LF | 490.00 | 490.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0621 | ELECTRICAL CONDUIT 3" WB | 08269 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,000.00 | 0.00 | |||
| 0630 | ELECTRICAL CONDUIT 3" EB | 08269 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0640 | FLOWABLE FILL | 02220 | CUYD | 493.20 | 493.200 | 448.000 | 448.000 | 100.00 | 44,800.00 | |||
| 0650 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 152.00 | 152.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0660 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0740 | EXPANSION DAM-4 1/2" NEOPRENE | 20363ED | LF | 168.20 | 0.000 | 0.000 | 0.000 | 136.00 | 0.00 | |||
| 8004 | MASS CONCRETE EB Pier #4 | 10040ES | CUYD | 0.00 | 100.000 | 100.000 | 100.000 | 182.85 | 18,285.00 | |||
| 8005 | MASS CONCRETE Eastbound Pier #5 | 10040ES | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 182.85 | 1,828.50 | |||
| 8006 | MASS CONCRETE Eastbound End Bent #2 | 10040ES | CUYD | 0.00 | 75.000 | 75.000 | 75.000 | 175.43 | 13,157.25 | |||
| 8007 | MASS CONCRETE Westbound Pier #3 | 10040ES | CUYD | 0.00 | 27.000 | 27.000 | 27.000 | 182.85 | 4,936.95 | |||
| 8008 | MASS CONCRETE Westbound End Bent #2 | 10040ES | CUYD | 0.00 | 268.000 | 268.000 | 268.000 | 175.43 | 47,015.24 | |||
| 8009 | MASS CONCRETE Eastbound E.B. #1 (Gardner Fork Bridge) | 10040ES | CUYD | 0.00 | 50.000 | 50.000 | 50.000 | 182.85 | 9,142.50 | |||
| 8012 | MASS CONCRETE Eastbound Pier #1 (Gardner Fork Bridge) | 10040ES | CUYD | 0.00 | 8.000 | 8.000 | 8.000 | 182.85 | 1,462.80 | |||
| 8013 | MASS CONCRETE Eastbound Pier #2 (Gardner Fork Bridge) | 10040NS | DOLL | 0.00 | 19.500 | 19.500 | 19.500 | 182.85 | 3,565.57 | |||
| 8014 | MASS CONCRETE Westbound Pier #1 (Gardner Fork Bridge) | 10040ES | CUYD | 0.00 | 54.000 | 54.000 | 54.000 | 182.85 | 9,873.90 | |||
| 8015 | MASS CONCRETE Westbound E.B. #1 (Gardner Fork Bridge) | 10040ES | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 182.85 | 1,828.50 | |||
| 8016 | MASS CONCRETE Eastbound Pier #3 (Gardner Fork Bridge) | 10040ES | CUYD | 0.00 | 18.000 | 18.000 | 18.000 | 182.85 | 3,291.30 | |||
| 8017 | STEEL REINFORCEMENT Prefabed rebar on site (salvage) | 08150 | LB | 0.00 | 19,843.400 | 19,843.400 | 19,843.400 | 0.77 | 15,279.41 | |||
| 8018 | STEEL REINFORCEMENT Salvage | 08150 | LB | 0.00 | 239,414.600 | 239,414.600 | 239,414.600 | 0.41 | 99,835.88 | |||
| 8019 | PRECAST PC I BEAM TYPE 7 WB Greasy Creek Bridge | 08637 | LF | 0.00 | 3,729.700 | 3,729.700 | 3,729.700 | 152.78 | 569,823.56 | |||
| 8020 | PRECAST PC I BEAM TYPE 7 EB Greasy Creek Bridge | 08637 | LF | 0.00 | 3,479.600 | 3,479.600 | 3,479.600 | 152.78 | 531,613.28 | |||
| 8021 | PRECAST PC I BEAM TYPE 7 WB Gardner Fork Bridge | 08637 | LF | 0.00 | 4,031.100 | 4,031.100 | 4,031.100 | 152.78 | 615,871.45 | |||
| 8022 | PRECAST PC I BEAM TYPE 7 EB Gardner Fork | 08637 | LF | 0.00 | 3,810.100 | 3,810.100 | 3,810.100 | 152.78 | 582,107.07 | |||
| 8023 | PRECAST PC I BEAM TYPE 8 WB Shop Branch Bridge | 08638 | LF | 0.00 | 2,020.000 | 2,020.000 | 2,020.000 | 173.44 | 350,348.80 | |||
| 8024 | PRECAST PC I BEAM TYPE 8 EB Shop Branch Bridge | 08638 | LF | 0.00 | 2,342.000 | 2,342.000 | 2,342.000 | 173.44 | 406,196.48 | |||
| 8034 | ARMORED EDGE FOR CONCRETE Salvage | 03299 | LF | 0.00 | 525.378 | 525.378 | 525.378 | 26.92 | 14,143.17 | |||
| 8035 | EXPANSION DAM-4 1/2 IN NEOPRENE Salvage | 20363ED | LF | 0.00 | 168.200 | 168.200 | 168.200 | 91.69 | 15,422.25 | |||
| 8036 | EW~ Beam Accessories (Coin & Hangers) | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 23,191.21 | 23,191.21 | |||
| 8037 | EW~ Incidental Bridge Items | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 44,810.44 | 44,810.44 | |||
| Project | D098046004110 | Fed/State Project Number | APD 80-6 (20) | Category | 0003 DEMOB | |||||||
| 0680 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
| 0690 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 338,978.46 | 84,744.61 | 338,978.46 | |
| 9000 | ACCOUNTING ADJUSTMENT CO 2 & CO4 CANCEL REMAINING CONTRACT | 10206NC | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 9001 | ACCOUNTING ADJUSTMENT funding correction | 10206NC | DOLL | 0.00 | -10,000,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | D098046004110 | Fed/State Project Number | APD 80-6 (20) | Category | 0004 TRAINEES | |||||||
| 0700 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0710 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 1.00 | 1,000.00 | |||
| 0720 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 120.500 | 120.500 | 0.89 | 107.24 | |||
| SUBTOT | $84,744.61 |
$12,496,946.65 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0460-1-0I |
East bound and West bound lanes | LF |
12,678.18 | 0001 | $145.170000 | $1,840,484.30 | ||||||
0470-1-0I |
East bound and West bound lanes | LF |
4,362.00 | 0001 | $164.770000 | $718,726.74 | ||||||
0470-3-0I |
PRECAST PCI BEAM TYPE 7 -EASTBOUND | LF |
951.60 | 0002 | $145.140000 | $138,115.22 | ||||||
0470-2-0I |
PRECAST PCI BEAM TYPE 7-EASTBOUND | LF |
1,401.10 | 0002 | $145.140000 | $203,355.65 | ||||||
0490-2-0I |
SPLICERS | LF |
113.15 | 0024 | $74.290000 | $8,405.91 | ||||||
0490-1-0I |
PILES-STEEL HP 14X89 | LF |
11,315.00 | 0024 | $28.650000 | $324,174.75 | ||||||
0520-1-0I |
PILE POINTS 14 INCH | EACH |
96.00 | 0024 | $47.500000 | $4,560.00 | ||||||
0490-2-0A |
SPLICERS | LF |
14.09 | 0024 | $74.290000 | $-1,046.93 | ||||||
0490-1-0A |
PILES-STEEL HP 14X89 | LF |
1,409.25 | 0024 | $28.650000 | $-40,375.01 | ||||||
0520-1-0A |
PILE POINTS 14 INCH | EACH |
28.00 | 0024 | $47.500000 | $-1,330.00 | ||||||
0490-2-0A |
SPLICERS | LF |
1.86 | 0025 | $74.290000 | $-138.29 | ||||||
0490-1-0A |
PILES-STEEL HP 14X89 | LF |
186.15 | 0025 | $28.650000 | $-5,333.20 | ||||||
0520-1-0A |
PILE POINTS 14 INCH | EACH |
1.00 | 0025 | $47.500000 | $-47.50 | ||||||
0490-2-0A |
SPLICERS | LF |
29.53 | 0027 | $74.290000 | $-2,194.11 | ||||||
0490-1-0A |
PILES-STEEL HP 14X89 | LF |
2,953.44 | 0027 | $28.650000 | $-84,616.06 | ||||||
0490-2-0A |
SPLICERS | LF |
21.57 | 0028 | $74.290000 | $-1,602.60 | ||||||
0490-1-0A |
PILES-STEEL HP 14X89 | LF |
2,157.22 | 0028 | $28.650000 | $-61,804.35 | ||||||
0520-1-0A |
PILE POINTS 14 INCH | EACH |
33.00 | 0028 | $47.500000 | $-1,567.50 | ||||||
0490-2-0A |
SPLICERS | LF |
30.49 | 0029 | $74.290000 | $-2,265.45 | ||||||
0490-1-0A |
PILES-STEEL HP 14X89 | LF |
3,049.47 | 0029 | $28.650000 | $-87,367.32 | ||||||
0520-1-0A |
PILE POINTS 14 INCH | EACH |
17.00 | 0029 | $47.500000 | $-807.50 | ||||||
0490-2-0A |
SPLICERS | LF |
-0.02 | 0031 | $74.290000 | $1.60 | ||||||
0490-1-0A |
PILES-STEEL HP 14X89 | LF |
-2.15 | 0031 | $28.650000 | $61.60 | ||||||
0490-10C |
PILES-STEEL HP 14X89 | LF |
0.00 | 0062 | $28.650000 | $-44,740.41 | ||||||
0490-20C |
SPLICERS | LF |
0.00 | 0062 | $74.289969 | $-1,160.13 | ||||||
0520-10C |
PILE POINTS 14 INCH | EACH |
0.00 | 0062 | $47.500000 | $-807.50 | ||||||
0460-10C |
East bound and West bound lanes | LF |
0.00 | 0066 | $145.169441 | $-1,840,484.30 | ||||||
0470-10C |
East bound and West bound lanes | LF |
0.00 | 0066 | $164.770000 | $-718,726.74 | ||||||
0470-20C |
PRECAST PCI BEAM TYPE 7-EASTBOUND | LF |
0.00 | 0066 | $145.139997 | $-203,355.65 | ||||||
0470-30C |
PRECAST PCI BEAM TYPE 7 -EASTBOUND | LF |
0.00 | 0066 | $145.139996 | $-138,115.22 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE09804600611 | Fed/State Project Number | APD 80-6 (20) | Category | 0005 NON PARTICIPATING | |||||||
| 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 | |
| 8010 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 170,304.090 | 170,304.090 | 170,304.090 | 1.00 | 170,304.09 | |||
| 8011 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 2,100,000.000 | 2,100,000.000 | 2,100,000.000 | 1.00 | 2,100,000.00 | |||
| SUBTOT | $0.00 |
$14,767,250.74 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||