|
Estimate for: 091119 No. 0020 |
Print Date:04/02/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091119 | Estimate Number | 0020 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01320) Guess, Jonathan D. | ||||||
| Project Manager: Guess, Jonathan D. | |||||||
|
| |||||||
| Contractor | ROGERS GROUP INC | ADDR SN 1 VC Code VC0000026400 | |||||
| P O BOX 1045 | |||||||
| HOPKINSVILLE , KY , 42241 | |||||||
| Pay Period | 04/20/2012 TO 05/31/2012 | ||||||
| Date Approved | 06/14/2012 | ||||||
| Contract No. | DE07200240919 | ||||||
| Project No. | ARRA 024-2 (066), ARRA 024-2 (066) | ||||||
| Primary County | LYON | ||||||
| Name of Road | PADUCAH-TENNESSEE STATE LINE ROAD (I-24) ARRA | ||||||
| Description | I-24 EB AND WB FROM .5 MILES KY 293 IN LYON CO. TO .1 MILE E. KY 139 IN CALDWELL CO. | ||||||
| Contract Type | ASPHALT REHAB INTERSTATE/PARKWAY | ||||||
| Date Let | 04/24/2009 | Formal Acceptance | 04/30/2012 | ||||
| Date Awarded | 05/05/2009 | Date Work Began | 05/18/2009 | ||||
| Date Contract Executed | 05/22/2009 | Open To Traffic | 11/09/2009 | ||||
| Date NTP Issued | 05/05/2009 | Actual Completion Date | 04/30/2012 | ||||
|
| |||||||
| Current Contract Amount |
$11,270,770.85 |
Total to Date |
Prev to Date |
This Estimate | ||
| Original Amount |
$11,115,284.31 |
Total Earnings |
$11,133,546.65 |
$11,114,318.87 |
$19,227.78 | |
| Percent Complete |
98.78 |
Stockpiled Materials |
$0.00 |
$0.00 |
$0.00 | |
| Funds Available |
$137,224.20 |
Gross Earnings |
$11,133,546.65 |
$11,114,318.87 |
$19,227.78 | |
| Total Change Orders |
$155,486.54 |
Other Adjustments |
$0.00 |
$0.00 |
$0.00 | |
| TOTAL |
$11,133,546.65 |
$11,114,318.87 |
$19,227.78 | |||
| Contract Id | 091119 |
Change Order Summary |
County | LYON | ||||||
| Estimate Nbr | 0020 | Project Number | ARRA 024-2 (066), ARRA 024-2 (066) | |||||||
| Contractor | ROGERS GROUP INC | Period | 04/20/2012 TO 05/31/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | JPC overruns-HMA overrun-Grinding change-#2 Stone | Approved | 04/23/2010 | $165,903.82 | 0.0 | |||||
| 002 | Lot Pay Adjustment Override | Approved | 10/28/2009 | $0.00 | 0.0 | |||||
| 003 | Fuel/Asphalt Adj.; Additional JPC repairs; Quantity Adj. | Approved | 09/09/2011 | $-844,217.28 | 0.0 | |||||
| 004 | Non Spec Material Override | Approved | 08/09/2010 | $0.00 | 0.0 | |||||
| 005 | Time Extension | Approved | 06/16/2011 | $0.00 | 8.0 | |||||
| 006 | Additional JPC Replacement | Approved | 04/03/2012 | $833,800.00 | 911.0 | |||||
|
| ||||||||||
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 | ||
| Contract Id | 091119 |
COMMONWEALTH OF KENTUCKY |
County | LYON | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY |
TRANSPORTATION CABINET |
Primary Project Number | DE07200240919 | ||||||
| Estimate Nbr | 0020 | Period | 04/20/2012 TO 05/31/2012 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE01700240919 | Fed/State Project Number | ARRA 024-2 (066) | 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 | DGA BASE | 00001 | TON | 128.00 | 234.760 | 234.760 | 234.760 | 29.90 | 7,019.32 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 12.00 | 0.000 | 0.000 | 0.000 | 38.78 | 0.00 | |||
| 0030 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.00 | 0.000 | 0.000 | 0.000 | 385.17 | 0.00 | |||
| 0040 | CULVERT PIPE-36 IN | 00468 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 105.48 | 2,109.60 | |||
| 0050 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,018.02 | 4,018.02 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 361.61 | 0.00 | |||
| 0070 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 28,056.00 | 0.000 | 0.000 | 0.000 | 2.66 | 0.00 | |||
| 0080 | JPC PAVEMENT-10 IN | 02069 | SQYD | 1,233.00 | 1,182.600 | 1,182.600 | 1,182.600 | 98.45 | 116,426.97 | |||
| 0090 | REMOVE PAVEMENT | 02091 | SQYD | 1,233.00 | 4,355.160 | 4,355.160 | 4,355.160 | 12.05 | 52,479.67 | |||
| 0100 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 128.00 | 9.055 | 9.055 | 9.055 | 180.81 | 1,637.23 | |||
| 0110 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 28,488.00 | 23,233.500 | 23,233.500 | 23,233.500 | 1.05 | 24,395.17 | |||
| 0120 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 29,134.00 | 30,650.000 | 30,650.000 | 30,650.000 | 1.05 | 32,182.50 | |||
| 0130 | FLOWABLE FILL | 02220 | CUYD | 5.00 | 0.000 | 0.000 | 0.000 | 130.59 | 0.00 | |||
| 0140 | DITCHING | 02237 | LF | 1,045.00 | 0.000 | 0.000 | 0.000 | 2.51 | 0.00 | |||
| 0150 | WATER | 02242 | MGAL | 200.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | CHANNEL LINING CLASS II | 02483 | TON | 210.00 | 18.030 | 18.030 | 18.030 | 33.15 | 597.69 | |||
| 0170 | SIGNS | 02562 | SQFT | 500.00 | 356.000 | 356.000 | 356.000 | 7.72 | 2,748.32 | |||
| 0180 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 291.30 | 291.30 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC CALDWELL | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 141,312.51 | 141,312.51 | |||
| 0200 | LANE CLOSURE | 02653 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 903.94 | 5,423.64 | |||
| 0210 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,661.94 | 2,661.94 | |||
| 0220 | SILT TRAP TYPE A | 02703 | EACH | 9.00 | 0.000 | 0.000 | 0.000 | 195.88 | 0.00 | |||
| 0230 | SILT TRAP TYPE B | 02704 | EACH | 9.00 | 0.000 | 0.000 | 0.000 | 291.30 | 0.00 | |||
| 0240 | SILT TRAP TYPE C | 02705 | EACH | 9.00 | 0.000 | 0.000 | 0.000 | 276.23 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 27.00 | 0.000 | 0.000 | 0.000 | 80.36 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 27.00 | 0.000 | 0.000 | 0.000 | 80.36 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 27.00 | 0.000 | 0.000 | 0.000 | 65.29 | 0.00 | |||
| 0280 | STAKING CALDWELL | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,542.81 | 9,542.81 | |||
| 0290 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,064.77 | 1,064.77 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 0.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 0310 | TEMP MULCH | 05952 | SQYD | 2,000.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0320 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 250.00 | 0.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0330 | SEEDING AND PROTECTION | 05985 | SQYD | 250.00 | 250.000 | 233.333 | 233.333 | 0.37 | 86.33 | |||
| 0340 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 28.13 | 0.00 | |||
| 0350 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 28.13 | 0.00 | |||
| 0360 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 29,050.00 | 0.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 22,050.00 | 22,455.000 | 22,455.000 | 22,455.000 | 0.33 | 7,410.15 | |||
| 0380 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 200.00 | 0.000 | 0.000 | 0.000 | 2.81 | 0.00 | |||
| 0390 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 0.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 0400 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 0.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 0410 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 123.00 | 123.000 | 125.000 | 125.000 | 20.34 | 2,542.50 | |||
| 0420 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 123.00 | 124.000 | 124.000 | 124.000 | 8.66 | 1,073.84 | |||
| 0430 | FUEL ADJUSTMENT CALDWELL | 10020NS | DOLL | 6,324.00 | 60.800 | 87.280 | 60.800 | 148.080 | 1.00 | 87.28 | 148.08 | |
| 0440 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 1,281.00 | 0.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0450 | REPLACE GRATE | 22660EN | LB | 454.00 | 454.000 | 454.000 | 454.000 | 2.26 | 1,026.04 | |||
| 8001 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | NON-SPEC MATERIAL Hot Pour Sealant Deduction | 10070NS | DOLL | 0.00 | 0.001 | -422.140 | -422.140 | 1.00 | -422.14 | |||
| 8007 | REMOVE PAVEMENT JPC Replacement 2012 017 | 02091 | SQYD | 0.00 | 350.000 | 350.000 | 350.000 | 28.60 | 10,010.00 | |||
| 8008 | JPC PAVEMENT-10 IN/24 JPC Replacement 2012 017 | 02024 | SQYD | 0.00 | 350.000 | 350.000 | 350.000 | 121.00 | 42,350.00 | |||
| 8010 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 0.00 | 28,056.000 | 28,056.000 | 28,056.000 | 2.23 | 62,564.88 | |||
| 8050 | REMOVE PAVEMENT Shoulder in Caldwell County | 02091 | SQYD | 0.00 | 363.000 | 363.000 | 363.000 | 12.05 | 4,374.15 | |||
| 8060 | JPC PAVEMENT-6 IN SHLD shoulder in Caldwell County | 02078 | SQYD | 0.00 | 363.000 | 363.000 | 363.000 | 98.45 | 35,737.35 | |||
| 8090 | RUMBLE STRIPE-SAW CUT | 23595EC | LF | 0.00 | 18,600.000 | 18,600.000 | 18,600.000 | 0.24 | 4,561.83 | |||
| SUBTOT |
$87.28 |
$575,374.50 | ||||||||||
| STOCKPILE ADJUSTMENTS |
ITEM NUMBER |
UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE |
ADJUSTED AMOUNT | ||||||
| SUBTOT |
$ |
$0.00 |
||||||||||
| Project | DE07200240919 | Fed/State Project Number | ARRA 024-2 (066) | Category | 0001 ROADWAY Lyon Co | |||||||
| 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 | DGA BASE | 00001 | TON | 18,279.00 | 21,051.650 | 21,051.650 | 21,051.650 | 29.90 | 629,444.33 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 5,520.00 | 0.000 | 0.000 | 0.000 | 15.07 | 0.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 185.00 | 315.000 | 309.080 | 309.080 | 70.31 | 21,731.41 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 708.00 | 657.630 | 657.630 | 657.630 | 38.78 | 25,502.89 | |||
| 0050 | GEOGRID REINFORCEMENT FOR ASPH | 00110 | SQYD | 4,000.00 | 1,778.000 | 1,778.000 | 1,778.000 | 6.36 | 11,308.08 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 5,285.00 | 4,817.010 | 4,817.010 | 4,817.010 | 56.15 | 270,475.11 | |||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 14,013.00 | 13,574.800 | 13,574.800 | 13,574.800 | 39.62 | 537,833.57 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 EDGE DRAIN CAP | 00214 | TON | 1,676.00 | 1,843.270 | 1,843.270 | 1,843.270 | 38.13 | 70,283.88 | |||
| 0090 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 25,912.00 | 26,687.440 | 26,687.440 | 26,687.440 | 42.86 | 1,143,823.67 | |||
| 0100 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 18,229.00 | 18,956.940 | 18,956.940 | 18,956.940 | 49.16 | 931,923.17 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 85.00 | 59.210 | 59.210 | 59.210 | 385.17 | 22,805.91 | |||
| 0120 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 3,256.00 | 3,153.330 | 3,153.330 | 3,153.330 | 47.13 | 148,616.44 | |||
| 0130 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 9,117.00 | 9,384.770 | 9,384.770 | 9,384.770 | 69.79 | 654,963.09 | |||
| 0140 | CULVERT PIPE-18 IN | 00462 | LF | 950.00 | 1,410.000 | 1,410.000 | 1,410.000 | 37.68 | 53,128.80 | |||
| 0150 | PERFORATED PIPE-4 IN | 01000 | LF | 72,430.00 | 66,231.000 | 66,231.000 | 66,231.000 | 6.13 | 405,996.03 | |||
| 0160 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 5,624.00 | 5,375.000 | 5,375.000 | 5,375.000 | 16.58 | 89,117.50 | |||
| 0170 | INSPECT & CERTIFY EDGE DRAIN SYSTEM LYON | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,054.07 | 12,054.07 | |||
| 0180 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 33.00 | 39.000 | 39.000 | 39.000 | 421.89 | 16,453.71 | |||
| 0190 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 17.00 | 23.000 | 23.000 | 23.000 | 441.99 | 10,165.77 | |||
| 0200 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 48.00 | 62.000 | 62.000 | 62.000 | 472.11 | 29,270.82 | |||
| 0210 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 87.00 | 90.000 | 90.000 | 90.000 | 467.09 | 42,038.10 | |||
| 0220 | METAL END SECTION TY 2-18 IN | 01381 | EACH | 5.00 | 7.000 | 7.000 | 7.000 | 2,009.02 | 14,063.14 | |||
| 0230 | CURB BOX INLET TYPE B-T | 01484 | EACH | 6.00 | 8.000 | 8.000 | 8.000 | 2,511.27 | 20,090.16 | |||
| 0240 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 20.00 | 20.000 | 19.000 | 19.000 | 145.66 | 2,767.54 | |||
| 0250 | ISLAND CURB AND GUTTER | 01825 | LF | 400.00 | 112.000 | 112.000 | 112.000 | 45.21 | 5,063.52 | |||
| 0260 | ASPHALT WEDGE CURB | 01897 | LF | 12,442.00 | 13,249.000 | 13,249.000 | 13,249.000 | 4.51 | 59,752.99 | |||
| 0270 | REMOVE CURB | 01904 | LF | 12,533.00 | 12,533.000 | 12,018.000 | 12,018.000 | 1.00 | 12,018.00 | |||
| 0280 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 200.00 | 123.000 | 123.000 | 123.000 | 4.17 | 512.91 | |||
| 0290 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 50.00 | 18.000 | 18.000 | 18.000 | 4.17 | 75.06 | |||
| 0300 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 160.00 | 194.000 | 194.000 | 194.000 | 7.53 | 1,460.82 | |||
| 0310 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 160.00 | 154.000 | 154.000 | 154.000 | 7.53 | 1,159.62 | |||
| 0320 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 8,000.00 | 3,880.000 | 3,880.000 | 3,880.000 | 3.01 | 11,678.80 | |||
| 0330 | ADJUST MEDIAN BOX | 02010 | EACH | 10.00 | 0.000 | 0.000 | 0.000 | 753.37 | 0.00 | |||
| 0340 | BARRICADE-TYPE III | 02014 | EACH | 28.00 | 31.000 | 31.000 | 31.000 | 361.61 | 11,209.91 | |||
| 0350 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 190,951.00 | 0.000 | 0.000 | 0.000 | 2.66 | 0.00 | |||
| 0360 | JPC PAVEMENT-10 IN | 02069 | SQYD | 8,389.00 | 10,009.370 | -616.770 | 10,626.140 | 10,009.370 | 98.45 | -60,721.00 | 985,422.47 | |
| 0370 | JPC PAVEMENT-6 IN SHLD EDGE DRAIN CAP | 02078 | SQYD | 25.00 | 78.000 | 78.000 | 78.000 | 266.19 | 20,762.82 | |||
| 0380 | REMOVE PAVEMENT | 02091 | SQYD | 18,523.00 | 20,116.530 | 20,116.530 | 20,116.530 | 12.05 | 242,404.18 | |||
| 0390 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 872.00 | 0.000 | 0.000 | 0.000 | 180.81 | 0.00 | |||
| 0400 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 193,888.00 | 162,628.000 | 162,628.000 | 162,628.000 | 1.05 | 170,759.40 | |||
| 0410 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 198,296.00 | 204,442.000 | 204,442.000 | 204,442.000 | 1.05 | 214,664.10 | |||
| 0420 | ROADWAY EXCAVATION | 02200 | CUYD | 3,149.00 | 2,709.660 | 2,709.660 | 2,709.660 | 16.58 | 44,926.16 | |||
| 0430 | FLOWABLE FILL | 02220 | CUYD | 20.00 | 16.250 | 16.250 | 16.250 | 130.59 | 2,122.08 | |||
| 0440 | EMBANKMENT IN PLACE | 02230 | CUYD | 200.00 | 200.000 | 200.000 | 200.000 | 12.56 | 2,512.00 | |||
| 0450 | DITCHING | 02237 | LF | 10,495.00 | 0.000 | 0.000 | 0.000 | 2.51 | 0.00 | |||
| 0460 | WATER | 02242 | MGAL | 1,800.00 | 0.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0470 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 387.500 | 387.500 | 387.500 | 24.66 | 9,555.75 | |||
| 0480 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 37.42 | 112.26 | |||
| 0490 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 7.000 | 7.000 | 7.000 | 1,913.59 | 13,395.13 | |||
| 0500 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,078.78 | 10,157.56 | |||
| 0510 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,141.62 | 8,566.48 | |||
| 0520 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 15.00 | 16.000 | 17.000 | 17.000 | 487.68 | 8,290.56 | |||
| 0530 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 652.92 | 8,487.96 | |||
| 0540 | REMOVE GUARDRAIL | 02381 | LF | 20,124.00 | 21,567.500 | 21,567.500 | 21,567.500 | 1.10 | 23,724.25 | |||
| 0550 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 229.03 | 916.12 | |||
| 0560 | CHANNEL LINING CLASS II | 02483 | TON | 1,100.00 | 138.120 | 138.120 | 138.120 | 33.15 | 4,578.67 | |||
| 0570 | SIGNS | 02562 | SQFT | 5,500.00 | 536.500 | 536.500 | 536.500 | 7.72 | 4,141.78 | |||
| 0580 | EDGE KEY | 02585 | LF | 38.00 | 38.000 | 38.000 | 38.000 | 515.47 | 19,587.86 | |||
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 14,533.00 | 12,028.530 | 12,028.530 | 12,028.530 | 1.51 | 18,163.08 | |||
| 0600 | MAINTAIN & CONTROL TRAFFIC LYON | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 402,880.98 | 402,880.98 | |||
| 0610 | LANE CLOSURE | 02653 | EACH | 6.00 | 8.000 | 8.000 | 8.000 | 903.94 | 7,231.52 | |||
| 0620 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,661.94 | 2,661.94 | |||
| 0630 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 71,044.00 | 71,044.000 | 71,800.000 | 71,800.000 | 0.28 | 20,104.00 | |||
| 0640 | SILT TRAP TYPE A | 02703 | EACH | 91.00 | 0.000 | 0.000 | 0.000 | 195.88 | 0.00 | |||
| 0650 | SILT TRAP TYPE B | 02704 | EACH | 91.00 | 0.000 | 0.000 | 0.000 | 291.30 | 0.00 | |||
| 0660 | SILT TRAP TYPE C | 02705 | EACH | 91.00 | 0.000 | 0.000 | 0.000 | 276.23 | 0.00 | |||
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 273.00 | 0.000 | 0.000 | 0.000 | 80.36 | 0.00 | |||
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 273.00 | 0.000 | 0.000 | 0.000 | 80.36 | 0.00 | |||
| 0690 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 273.00 | 0.000 | 0.000 | 0.000 | 65.29 | 0.00 | |||
| 0700 | STAKING LYON | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,063.09 | 14,063.09 | |||
| 0710 | ARROW PANEL | 02775 | EACH | 1.00 | 3.000 | 3.000 | 3.000 | 1,064.77 | 3,194.31 | |||
| 0720 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,896.97 | 29,381.82 | |||
| 0730 | RELOCATE CRASH CUSHION | 02898 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,381.19 | 8,287.14 | |||
| 0740 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 8,000.00 | 3,880.000 | 3,880.000 | 3,880.000 | 10.54 | 40,895.20 | |||
| 0750 | EXCAVATION AND BACKFILL | 03235 | CUYD | 2,330.00 | 2,330.000 | 2,370.000 | 2,370.000 | 7.28 | 17,253.60 | |||
| 0760 | EROSION CONTROL BLANKET | 05950 | SQYD | 195,000.00 | 0.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 0770 | TEMP MULCH | 05952 | SQYD | 48,000.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,750.00 | 0.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0790 | TOPDRESSING FERTILIZER | 05966 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 753.37 | 0.00 | |||
| 0800 | SEEDING AND PROTECTION | 05985 | SQYD | 1,750.00 | 1,960.000 | 1,960.200 | 1,960.200 | 0.37 | 725.27 | |||
| 0810 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 28.13 | 0.00 | |||
| 0820 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 28.13 | 0.00 | |||
| 0830 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 302,950.00 | 56,871.000 | 56,871.000 | 56,871.000 | 0.17 | 9,668.07 | |||
| 0840 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 229,950.00 | 234,170.000 | 234,170.000 | 234,170.000 | 0.33 | 77,276.10 | |||
| 0850 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,800.00 | 0.000 | 0.000 | 0.000 | 2.81 | 0.00 | |||
| 0860 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,500.00 | 0.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 0870 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 7,500.00 | 0.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 0880 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,267.00 | 1,307.000 | 1,307.000 | 1,307.000 | 20.34 | 26,584.38 | |||
| 0890 | FUEL ADJUSTMENT LYON | 10020NS | DOLL | 65,948.00 | 82,111.140 | 1,264.470 | 82,111.140 | 83,375.610 | 1.00 | 1,264.47 | 83,375.61 | |
| 0900 | ASPHALT ADJUSTMENT LYON | 10030NS | DOLL | 139,478.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0910 | BLOW UP/RELIEF JOINT | 20509ED | SQYD | 1,486.00 | 544.170 | 544.170 | 544.170 | 112.21 | 61,061.31 | |||
| 0920 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 8,719.00 | 0.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0930 | FILL AND GRADE MEDIAN | 21451ED | LF | 35,197.00 | 0.000 | 0.000 | 0.000 | 5.02 | 0.00 | |||
| 0940 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 21,925.00 | 22,500.000 | 22,500.000 | 22,500.000 | 16.30 | 366,750.00 | |||
| 0950 | REPLACE GRATE | 22660EN | LB | 4,503.00 | 4,503.000 | 4,503.000 | 4,503.000 | 2.26 | 10,176.78 | |||
| 8001 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -2,562.500 | -2,562.500 | 1.00 | -2,562.50 | |||
| 8002 | NON-SPEC MATERIAL Hot Pour Sealant Deduction | 10070NS | DOLL | 0.00 | 0.001 | -2,873.260 | -2,873.260 | 1.00 | -2,873.26 | |||
| 8003 | MAINTAIN & CONTROL TRAFFIC JPC Replacement 2012 | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 38,500.00 | 38,500.00 | |||
| 8004 | MOBILIZATION JPC Replacement 2012 | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,900.00 | 9,900.00 | |||
| 8005 | REMOVE PAVEMENT JPC Replacement 2012 | 02091 | SQYD | 0.00 | 4,900.000 | 140.700 | 4,831.300 | 4,972.000 | 28.60 | 4,024.02 | 142,199.20 | |
| 8006 | JPC PAVEMENT-10 IN/24 JPC Replacement 2012 | 02024 | SQYD | 0.00 | 4,900.000 | 4,831.300 | 4,831.300 | 121.00 | 584,587.30 | |||
| 8020 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 0.00 | 190,951.000 | 190,951.000 | 190,951.000 | 2.23 | 425,820.73 | |||
| 8030 | ADJUST DRAINAGE STRUCTURE | 23074NN | EACH | 0.00 | 13.000 | 13.000 | 13.000 | 1,375.00 | 17,875.00 | |||
| 8040 | CRUSHED AGGREGATE SIZE NO 2 For use in lieu of #57's | 00078 | TON | 0.00 | 2,847.810 | 2,847.810 | 2,847.810 | 15.07 | 42,916.49 | |||
| 8060 | REMOVE PAVEMENT shoulder and edge drains in Lyon County | 02091 | SQYD | 0.00 | 1,616.000 | 1,616.000 | 1,616.000 | 12.05 | 19,472.80 | |||
| 8070 | JPC PAVEMENT-6 IN SHLD shoulder and edge drains in Lyon County | 02078 | SQYD | 0.00 | 1,616.000 | 140.700 | 1,616.000 | 1,756.700 | 98.45 | 13,851.91 | 172,947.11 | |
| 8080 | RUMBLE STRIPE-SAW CUT | 23595EC | LF | 0.00 | 130,425.000 | 130,425.000 | 130,425.000 | 0.24 | 31,988.03 | |||
| 8110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 13,200.00 | 13,200.00 | 13,200.00 | |
| 8300 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 15,400.00 | 15,400.00 | 15,400.00 | |
| 8320 | JPC PAVEMENT-10 IN/24 | 02024 | SQYD | 0.00 | 292.010 | 292.010 | 0.000 | 292.010 | 110.00 | 32,121.10 | 32,121.10 | |
| Project | DE07200240919 | Fed/State Project Number | ARRA 024-2 (066) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0960 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 251,564.32 | 251,564.32 | |||
| 0970 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 182,958.48 | 45,739.62 | |||
| Project | DE07200240919 | Fed/State Project Number | ARRA 024-2 (066) | Category | 0003 BRIDGE | |||||||
| 0980 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 154.00 | 154.000 | 154.000 | 154.000 | 592.66 | 91,269.64 | |||
| 0990 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 217.80 | 217.800 | 217.800 | 217.800 | 602.70 | 131,268.06 | |||
| 1000 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 371.80 | 371.800 | 371.800 | 371.800 | 190.86 | 70,961.74 | |||
| 1010 | STEEL REINFORCEMENT | 08150 | LB | 1,668.80 | 200.000 | 200.000 | 200.000 | 2.01 | 402.00 | |||
| 1020 | RETROFIT BARRIER | 21580EN | LF | 1,628.00 | 1,628.000 | 1,628.000 | 1,628.000 | 67.31 | 109,580.68 | |||
| 1030 | RETROFIT WING BARRIER | 21581EN | LF | 116.00 | 116.000 | 116.000 | 116.000 | 120.54 | 13,982.64 | |||
| 8000 | MASONRY COATING | 02998 | SQYD | 0.00 | 930.000 | 930.000 | 930.000 | 19.25 | 17,902.50 | |||
| Project | DE07200240919 | Fed/State Project Number | ARRA 024-2 (066) | Category | 0004 TRAFFIC LOOPS | |||||||
| 1040 | CONDUIT-1 1/4 IN | 04793 | LF | 58.00 | 42.500 | 42.500 | 42.500 | 6.87 | 291.97 | |||
| 1050 | CONDUIT-2 IN | 04795 | LF | 20.00 | 31.000 | 31.000 | 31.000 | 9.49 | 294.19 | |||
| 1060 | TRENCHING AND BACKFILLING | 04820 | LF | 68.00 | 52.000 | 52.000 | 52.000 | 5.02 | 261.04 | |||
| 1070 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,482.39 | 11,859.12 | |||
| 1080 | LOOP WIRE | 04830 | LF | 1,336.00 | 1,432.000 | 1,432.000 | 1,432.000 | 0.33 | 472.56 | |||
| 1090 | LOOP SAW SLOT AND FILL | 04895 | LF | 434.00 | 484.000 | 484.000 | 484.000 | 11.56 | 5,595.04 | |||
| 1100 | GALVANIZED STEEL CABINET 20 INCH X 20 INCH | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 341.53 | 683.06 | |||
| 1110 | WOOD POST 4 INCH X 4 INCH | 20360ES818 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 116.52 | 466.08 | |||
| 1120 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 618.78 | 2,475.12 | |||
| SUBTOT |
$19,140.49 |
$10,558,172.11 | ||||||||||
| STOCKPILE ADJUSTMENTS |
ITEM NUMBER |
UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE |
ADJUSTED AMOUNT | ||||||
|
1070-10I |
TRAFFIC LOOP ENCAPS |
EACH |
8.00 | 0012 | $688.750 | $5,510.00 | ||||||
|
1070-10A |
TRAFFIC LOOP ENCAPS |
EACH |
$-4.00 | 0013 | $1,482.390 | $-2,755.00 | ||||||
|
1070-10A |
TRAFFIC LOOP ENCAPS |
EACH |
$-4.00 | 0014 | $1,482.390 | $-2,755.00 | ||||||
| SUBTOT |
$0.00 |
$0.00 |
||||||||||
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
CURRENT BALANCE INFORMATION LAST Current Estimate DATE of PRINTOUT : 04/02/2013
|
Fund |
Function |
Dept |
Dept Object |
Location |
Sub-Funct |
Act |
Object |
Task Order |
Route |
Reporting Code |
Federal Project |
Program |
PO2 Line |
Total Amount Current
Estimate |
Total Amount to Date |
Available |
Flag |
| PROJECT: DE01700240919 | CATEGORY: 0001-ROADWAY | ||||||||||||||||
|
FD52 |
625 |
1 |
017 |
4580 |
E797 |
24 |
ARRA 024-2 (066) |
8238902C |
2 |
$0.00 |
$575,374.48 |
$575,674.85 |
| ||||
| PROJECT: DE07200240919 | CATEGORY: 0001-ROADWAY Lyon Co | ||||||||||||||||
|
FD52 |
625 |
1 |
072 |
4580 |
E797 |
24 |
ARRA 024-2 (066) |
8238901C |
1 |
$-16.36 |
$9,803,086.41 |
$9,803,040.78 |
<*
| ||||
| PROJECT: DE07200240919 | CATEGORY: 0002-DEMOBILIZATION AND MOBILIZATION | ||||||||||||||||
|
FD52 |
625 |
1 |
072 |
4580 |
E797 |
24 |
ARRA 024-2 (066) |
8238901C |
1 |
$137,218.86 |
$434,522.80 |
$434,522.80 |
| ||||
| PROJECT: DE07200240919 | CATEGORY: 0003-BRIDGE | ||||||||||||||||
|
FD52 |
625 |
1 |
072 |
4580 |
E797 |
24 |
ARRA 024-2 (066) |
8238901C |
1 |
$0.00 |
$435,367.27 |
$435,367.26 |
<*
| ||||
| PROJECT: DE07200240919 | CATEGORY: 0004-TRAFFIC LOOPS | ||||||||||||||||
|
FD52 |
625 |
1 |
072 |
4580 |
E797 |
24 |
ARRA 024-2 (066) |
8238901C |
1 |
$0.00 |
$22,398.19 |
$22,165.14 |
<*
| ||||