|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/08/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091010 | Estimate Number | 0023 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05340) Nation, Russell D. | ||||||
| Contractor | FLYNN BROTHERS CONTRACTING INC DBA FLYNN CONTRACTING | ADDR SN 0 VC Code VC0000094469 | |||||
| 1213 OUTER LOOP | |||||||
| LOUISVILLE , KY , 40219 | |||||||
| Pay Period | 11/06/2010 TO 01/08/2013 | ||||||
| Date Approved | 04/04/2013 | ||||||
| Primary Proj Number | DE01500610910 | ||||||
| Project No. | ARRA 5116(024) | ||||||
| Primary County | BULLITT | ||||||
| Name of Road | PRESTON HIGHWAY (KY 61) ARRA | ||||||
| Description | BULLITT KY 61 BEGINS S OF JOHN HARPER HIGHWAY & ENDS AT THE EXISTING 4-LANE SECTION SOUTH OF CARDINAL AVENUE | ||||||
| Date Let | 05/22/2009 | Formal Acceptance | 05/20/2010 | ||||
| Date Awarded | 06/12/2009 | Date Work Began | 06/30/2009 | ||||
| Date Contract Executed | 06/19/2009 | Open To Traffic | 05/14/2010 | ||||
| Date NTP Issued | 06/19/2009 | Actual Completion Date | 05/14/2010 | ||||
| Current Contract Amount | $5,510,237.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,266,010.59 |
Total Earnings | $4,646,553.98 |
$4,516,726.70 |
$129,827.28 |
|
| Percent Complete | 82.64 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $956,683.49 |
Gross Earnings | $4,646,553.98 |
$4,516,726.70 |
$129,827.28 |
|
| Total Change Orders | $244,226.88 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,553,553.98 |
$4,423,726.70 |
$129,827.28 |
|||
| Contract Id | 091010 | Change Order Summary |
County | BULLITT | ||||||
| Estimate Nbr | 0023 | Project Number | ARRA 5116(024) | |||||||
| Contractor | FLYNN BROTHERS CONTRACTING INC DBA FLYNN CONTRACTING | Period | 11/06/2010 TO 01/08/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Undercut, Grade Issues, Utilities, and Omissions | Approved | 04/30/2010 | $189,764.75 | 166.0 | |||||
| 002 | Liquidated Damages Override | Approved | 02/01/2010 | $0.00 | 0.0 | |||||
| 003 | Wage Determination Changes | Approved | 10/26/2010 | $0.00 | 0.0 | |||||
| 004 | Thermoplastic Stop Bars and Underruns | Approved | 10/21/2010 | $-0.07 | 0.0 | |||||
| 005 | Lot Pay Adjustment Override | Approved | 09/07/2010 | $0.00 | 0.0 | |||||
| 006 | Non Spec Material Override | Approved | 02/18/2011 | $0.00 | 0.0 | |||||
| 007 | Utility Delay | Approved | 12/14/2012 | $54,462.20 | 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 |
||
| Contract Id | 091010 | COMMONWEALTH OF KENTUCKY |
County | BULLITT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE01500610910 | |||||||
| Estimate Nbr | 0023 | Period | 11/06/2010 TO 01/08/2013 | |||||||
| Contractor | FLYNN BROTHERS CONTRACTING INC DBA FLYNN CONTRACTING | |||||||||
| Project | DE01500610910 | Fed/State Project Number | ARRA 5116(024) | 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 | CRUSHED STONE BASE | 00003 | TON | 72,561.00 | 72,561.000 | 49,202.360 | 49,202.360 | 10.75 | 528,925.37 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 139.00 | 139.000 | 208.840 | 208.840 | 25.00 | 5,221.00 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 176.00 | 176.000 | 565.770 | 565.770 | 57.50 | 32,531.77 | |||
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 5,808.00 | 5,729.480 | 1,816.440 | 1,816.440 | 47.25 | 85,826.79 | |||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,571.00 | 9,571.000 | 9,868.530 | 9,868.530 | 47.50 | 468,755.17 | |||
| 0120 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 17.00 | 17.000 | 25.060 | 25.060 | 425.00 | 10,650.50 | |||
| 0140 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,986.00 | 1,986.000 | 1,981.610 | 1,981.610 | 63.10 | 125,039.59 | |||
| 0160 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,892.00 | 1,892.000 | 3,084.880 | 3,084.880 | 61.40 | 189,411.63 | |||
| 0180 | ENTRANCE PIPE-15 IN | 00440 | LF | 59.00 | 59.000 | 57.000 | 57.000 | 38.00 | 2,166.00 | |||
| 0190 | ENTRANCE PIPE-18 IN | 00441 | LF | 39.00 | 39.000 | 38.000 | 38.000 | 40.00 | 1,520.00 | |||
| 0200 | CULVERT PIPE-18 IN | 00462 | LF | 400.00 | 400.000 | 398.000 | 398.000 | 43.00 | 17,114.00 | |||
| 0210 | CULVERT PIPE-30 IN | 00466 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 52.00 | 3,588.00 | |||
| 0220 | CULVERT PIPE-36 IN | 00468 | LF | 69.00 | 69.000 | 162.000 | 162.000 | 62.00 | 10,044.00 | |||
| 0230 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 105.00 | 105.000 | 103.500 | 103.500 | 75.00 | 7,762.50 | |||
| 0240 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 43.00 | 43.000 | 42.000 | 42.000 | 82.00 | 3,444.00 | |||
| 0250 | CULVERT PIPE-54 IN EQUIV | 00500 | LF | 118.00 | 118.000 | 116.500 | 116.500 | 117.00 | 13,630.50 | |||
| 0260 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
| 0270 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 0280 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 781.00 | 3,905.00 | |||
| 0290 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 859.00 | 3,436.00 | |||
| 0300 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,823.00 | 3,646.00 | |||
| 0310 | METAL END SECTION TY 3-36 IN | 01395 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,409.00 | 4,818.00 | |||
| 0320 | METAL END SECTION TY 4-18 IN | 01411 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 875.00 | 875.00 | |||
| 0330 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,950.00 | 4,950.00 | |||
| 0340 | DROP BOX INLET TYPE 5F | 01517 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,950.00 | 14,850.00 | |||
| 0350 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,905.00 | 3,905.00 | |||
| 0360 | STANDARD HEADER CURB | 01875 | LF | 56.00 | 56.000 | 61.000 | 61.000 | 22.00 | 1,342.00 | |||
| 0370 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 35.00 | 35.000 | 21.000 | 21.000 | 7.35 | 154.35 | |||
| 0380 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 30.00 | 30.000 | 16.000 | 16.000 | 7.35 | 117.60 | |||
| 0390 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 4,326.00 | 4,326.000 | 2,200.000 | 2,200.000 | 5.50 | 12,100.00 | |||
| 0400 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 15.000 | 15.000 | 155.00 | 2,325.00 | |||
| 0410 | REMOVE PAVEMENT | 02091 | SQYD | 146.00 | 146.000 | 146.000 | 146.000 | 5.00 | 730.00 | |||
| 0420 | TEMP DITCH | 02159 | LF | 8,062.00 | 8,062.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0430 | ROADWAY EXCAVATION | 02200 | CUYD | 80,870.00 | 81,936.000 | 81,936.000 | 81,936.000 | 5.85 | 479,325.60 | |||
| 0450 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,875.00 | 8,702.000 | 6,836.160 | 6,836.160 | 14.00 | 95,706.24 | |||
| 0460 | WATER (REVISED: 5-15-09) | 02242 | MGAL | 1,528.00 | 1,528.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0470 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,369.00 | 4,369.000 | 3,619.000 | 3,619.000 | 6.00 | 21,714.00 | |||
| 0480 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 95.00 | 1,615.00 | |||
| 0490 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,550.00 | 1,550.00 | |||
| 0500 | CHANNEL LINING CLASS II | 02483 | TON | 44.00 | 44.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0510 | CHANNEL LINING CLASS III | 02484 | TON | 151.00 | 151.000 | 0.000 | 0.000 | 37.00 | 0.00 | |||
| 0520 | CLEARING AND GRUBBING 24.17 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,300.00 | 14,300.00 | |||
| 0530 | SIGNS | 02562 | SQFT | 1,725.00 | 1,725.000 | 727.500 | 727.500 | 4.25 | 3,091.87 | |||
| 0540 | EDGE KEY | 02585 | LF | 384.00 | 384.000 | 513.000 | 513.000 | 15.00 | 7,695.00 | |||
| 0550 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 72,248.00 | 72,248.000 | 28,525.650 | 28,525.650 | 0.72 | 20,538.46 | |||
| 0560 | FABRIC-GEOTEXTILE TYPE IV SINKHOLE | 02599 | SQYD | 1,650.00 | 1,650.000 | 2,980.680 | 2,980.680 | 1.25 | 3,725.85 | |||
| 0570 | FABRIC-GEOTEXTILE TYPE IV SUBGRADE | 02599 | SQYD | 13,204.00 | 24,685.000 | 18,981.120 | 18,981.120 | 1.25 | 23,726.40 | |||
| 0580 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,946.00 | 1,946.000 | 1,484.380 | 1,484.380 | 2.00 | 2,968.76 | |||
| 0590 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,500.00 | 32,500.00 | |||
| 0600 | CROSSOVER STA. 0+00 TO 0+461.928 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,550.00 | 32,550.00 | |||
| 0610 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,350.00 | 13,400.00 | |||
| 0620 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 72.00 | 72.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0630 | TEMP SILT FENCE | 02701 | LF | 7,715.00 | 7,715.000 | 373.000 | 373.000 | 1.50 | 559.50 | |||
| 0640 | SILT TRAP TYPE A | 02703 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0650 | SILT TRAP TYPE B | 02704 | EACH | 29.00 | 29.000 | 14.000 | 14.000 | 315.00 | 4,410.00 | |||
| 0660 | SILT TRAP TYPE C | 02705 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 160.00 | 320.00 | |||
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 29.00 | 29.000 | 1.000 | 1.000 | 55.00 | 55.00 | |||
| 0690 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 14.00 | 14.000 | 1.000 | 1.000 | 55.00 | 55.00 | |||
| 0700 | CLEAN TEMP SILT FENCE | 02709 | LF | 15,429.00 | 15,429.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0710 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0720 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0730 | RELOCATE CRASH CUSHION | 02898 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 0740 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,064.00 | 3,064.000 | 2,100.000 | 2,100.000 | 46.00 | 96,600.00 | |||
| 0750 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,945.00 | 4,945.000 | 3,822.830 | 3,822.830 | 1.40 | 5,351.96 | |||
| 0760 | TEMP MULCH | 05952 | SQYD | 174,138.00 | 174,138.000 | 5,805.960 | 5,805.960 | 0.20 | 1,161.19 | |||
| 0770 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 8,413.00 | 8,413.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0780 | TOPDRESSING FERTILIZER | 05966 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0790 | SEEDING AND PROTECTION | 05985 | SQYD | 168,253.00 | 168,253.000 | 62,411.720 | 62,411.720 | 0.30 | 18,723.51 | |||
| 0800 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 8,124.00 | 8,124.000 | 3,394.800 | 3,394.800 | 0.15 | 509.22 | |||
| 0810 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 54,927.00 | 54,927.000 | 44,088.000 | 44,088.000 | 0.08 | 3,527.04 | |||
| 0820 | PAVE STRIPING-TEMP PAINT-8 IN | 06512 | LF | 164.00 | 164.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0830 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 34,086.00 | 34,086.000 | 70,110.000 | 70,110.000 | 0.15 | 10,516.50 | |||
| 0840 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 256.00 | 256.000 | 349.000 | 349.000 | 1.50 | 523.50 | |||
| 0860 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 13,261.00 | 13,261.000 | 751.000 | 751.000 | 1.50 | 1,126.50 | |||
| 0870 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 614.00 | 614.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0880 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 24.00 | 24.000 | 35.000 | 35.000 | 75.00 | 2,625.00 | |||
| 0890 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 115.00 | 115.00 | |||
| 0900 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 130.00 | 780.00 | |||
| 0910 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0920 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 701.00 | 701.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0930 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 278.00 | 278.000 | 156.000 | 156.000 | 20.00 | 3,120.00 | |||
| 0940 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 174.00 | 174.000 | 233.000 | 233.000 | 20.00 | 4,660.00 | |||
| 0950 | PAVE MARKING-PAINT SYMBOL | 06602NC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0960 | CONCRETE-CLASS A | 08100 | CUYD | 3.00 | 3.000 | 3.000 | 3.000 | 515.00 | 1,545.00 | |||
| 0970 | STEEL REINFORCEMENT | 08150 | LB | 24.00 | 24.000 | 24.000 | 24.000 | 2.00 | 48.00 | |||
| 0980 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,700.00 | 18,800.00 | |||
| 0990 | FUEL ADJUSTMENT | 10020NS | DOLL | 62,844.00 | 62,844.000 | 37,044.780 | 37,044.780 | 1.00 | 37,044.78 | |||
| 1010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 46,838.00 | 46,838.000 | 10,575.110 | 10,575.110 | 1.00 | 10,575.11 | |||
| 1030 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 252.00 | 0.00 | |||
| 1040 | GEOGRID REINFORCEMENT TY II | 20263ED | SQYD | 72,248.00 | 72,248.000 | 28,525.650 | 28,525.650 | 5.00 | 142,628.25 | |||
| 1050 | CLAY SOIL CAP SINKHOLES | 20315ED | CUYD | 752.00 | 752.000 | 942.770 | 942.770 | 9.00 | 8,484.93 | |||
| 1060 | TURF REINFORCEMENT MAT (REVISED: 5-19-09) | 21261ED | SQYD | 10,970.00 | 10,970.000 | -0.080 | 4,431.060 | 4,430.980 | 3.75 | -0.30 | 16,616.17 | |
| 1070 | RELOCATE SIGNAL HEAD | 21659NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1080 | METAL END SECTION TY 3 -900MM-EQ | 22980NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,036.00 | 6,072.00 | |||
| 1090 | METAL END SECTION TY 3 -1050MM-EQ | 22981NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,225.00 | 8,450.00 | |||
| 1100 | METAL END SECTION TY 3 -1350MM-EQ | 22982NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,750.00 | 11,500.00 | |||
| 1110 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 476.00 | 476.000 | 476.000 | 476.000 | 5.00 | 2,380.00 | |||
| 1710 | CROSSOVER STA. 10+063.179 TO 0+220.820 | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,550.00 | 0.00 | |||
| 1720 | CULVERT PIPE-24 IN | 00464 | LF | 157.00 | 157.000 | 156.000 | 156.000 | 48.00 | 7,488.00 | |||
| 1730 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 74.00 | 296.00 | |||
| 8003 | STRIPING REMOVAL | 23139EN | LF | 0.00 | 12,200.000 | 12,109.000 | 12,109.000 | 1.10 | 13,319.90 | |||
| 8004 | EW~ REMOVE THERMO ARROW | 10094NX | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 55.00 | 220.00 | |||
| 8005 | EW~ TEMP PIPE-8 IN | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,190.00 | 3,190.00 | |||
| 8006 | CONDUIT-1 1/4 IN | 04793 | LF | 0.00 | 50.000 | 47.000 | 47.000 | 6.42 | 301.74 | |||
| 8007 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| 8008 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 50.000 | 47.000 | 47.000 | 5.00 | 235.00 | |||
| 8009 | LOOP WIRE | 04830 | LF | 0.00 | 1,521.000 | 1,879.000 | 1,879.000 | 0.40 | 751.60 | |||
| 8010 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 580.000 | 690.000 | 690.000 | 8.50 | 5,865.00 | |||
| 8011 | EW~ GRADE & DRAIN, REMOVE PIPE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
| 8012 | RELOCATE SERVICE GAS LINE | 21109ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,740.00 | 3,740.00 | |||
| 8016 | EW~ EARTH BERM | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8017 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 93,000.000 | 93,000.000 | 1.00 | 93,000.00 | |||
| 8019 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 50.000 | 50.000 | 50.000 | 6.50 | 325.00 | |||
| 8021 | PAINTED ARROW | 92259NX | EACH | 0.00 | 18.000 | 18.000 | 18.000 | 55.00 | 990.00 | |||
| 8022 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 371.000 | 371.000 | 371.000 | 10.00 | 3,710.00 | |||
| 8023 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -2,112.560 | -2,112.560 | 1.00 | -2,112.56 | |||
| 8024 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -5,134.620 | 0.000 | -5,134.620 | 1.00 | -5,134.62 | -5,134.62 | |
| 8050 | DELAY COST Utility Delay | 10070NX | DOLL | 0.00 | 54,462.200 | 54,462.200 | 0.000 | 54,462.200 | 1.00 | 54,462.20 | 54,462.20 | |
| Project | DE01500610910 | Fed/State Project Number | ARRA 5116(024) | Category | 0003 SIGNALIZATION | |||||||
| 1120 | CABLE-NO. 14/5C | 04844 | LF | 361.00 | 361.000 | 250.000 | 250.000 | 0.55 | 137.50 | |||
| 1130 | MESSENGER-10800 LB | 04885 | LF | 180.00 | 180.000 | 170.000 | 170.000 | 6.50 | 1,105.00 | |||
| 1140 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,675.00 | 3,675.00 | |||
| 1150 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,675.00 | 7,350.00 | |||
| 1160 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 1170 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 9.70 | 9.700 | 9.700 | 9.700 | 850.00 | 8,245.00 | |||
| 1180 | WIRELESS PREEMPTION SYSTEM | 23223EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,600.00 | 12,600.00 | |||
| Project | DE01500610910 | Fed/State Project Number | ARRA 5116(024) | Category | 0004 SIGNING | |||||||
| 1190 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 362.10 | 362.100 | 363.850 | 363.850 | 13.50 | 4,911.97 | |||
| 1200 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 46.07 | 46.070 | 46.080 | 46.080 | 13.50 | 622.08 | |||
| 1210 | STEEL POST TYPE 1 | 06410 | LF | 65.99 | 65.990 | 65.990 | 65.990 | 9.50 | 626.90 | |||
| 1220 | STEEL POST TYPE 2 | 06411 | LF | 734.82 | 734.820 | 734.820 | 734.820 | 8.00 | 5,878.56 | |||
| Project | DE01500610910 | Fed/State Project Number | ARRA 5116(024) | Category | 0005 WATERLINE | |||||||
| 1230 | STEEL ENCASEMENT PIPE-16 IN | 01073 | LF | 367.00 | 367.000 | 343.000 | 343.000 | 88.00 | 30,184.00 | |||
| 1240 | STEEL ENCASEMENT PIPE-24 IN | 01081 | LF | 344.00 | 344.000 | 346.000 | 346.000 | 105.00 | 36,330.00 | |||
| 1250 | DUCTILE IRON PIPE-4 IN | 01091 | LF | 561.00 | 561.000 | 580.000 | 580.000 | 25.00 | 14,500.00 | |||
| 1260 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 3,133.00 | 3,133.000 | 3,117.670 | 3,117.670 | 35.00 | 109,118.45 | |||
| 1270 | DUCTILE IRON PIPE-16 IN | 01103 | LF | 3,353.00 | 3,353.000 | 3,242.180 | 3,242.180 | 75.00 | 243,163.50 | |||
| 1280 | DUCTILE IRON PIPE-24 IN | 01111 | LF | 331.00 | 370.000 | 450.500 | 450.500 | 200.00 | 90,100.00 | |||
| 1290 | TIE-IN 8 IN | 03468 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 1,900.00 | 17,100.00 | |||
| 1300 | GATE VALVE-8 IN | 03528 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 1,365.00 | 17,745.00 | |||
| 1310 | GATE VALVE-16 IN | 03536 | EACH | 15.00 | 15.000 | 13.000 | 13.000 | 8,000.00 | 104,000.00 | |||
| 1320 | BEND 11.25 DEG 4 IN | 03537 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 530.00 | 530.00 | |||
| 1330 | BEND 11.25 DEG 8 IN | 03539 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 589.00 | 1,178.00 | |||
| 1340 | BEND 11.25 DEG 16 IN | 03543 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,225.00 | 3,675.00 | |||
| 1350 | BEND 22.50 DEG 8 IN | 03546 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 585.00 | 6,435.00 | |||
| 1360 | BEND 22.50 DEG 16 IN | 03552 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 3,000.00 | 18,000.00 | |||
| 1370 | BEND 45 DEG 16 IN | 03558 | EACH | 19.00 | 19.000 | 17.000 | 17.000 | 3,000.00 | 51,000.00 | |||
| 1380 | BEND 45 DEG 8 IN | 03563 | EACH | 10.00 | 10.000 | 28.000 | 28.000 | 600.00 | 16,800.00 | |||
| 1390 | BEND 90 DEG 8 IN | 03570 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1400 | SOLID SLEEVE-8 IN | 20123EC | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 1,900.00 | 19,000.00 | |||
| 1410 | SOLID SLEEVE-16 IN | 20130EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,050.00 | 12,200.00 | |||
| 1420 | TRANSFER SERVICE WATER METER 2 IN | 20150EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 1430 | TRANSFER SERVICE WATER METER 3/4 IN | 20150EC | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 650.00 | 2,600.00 | |||
| 1440 | TRANSFER SERVICE WATER METER 5/8 IN | 20150EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1450 | INSTALL FIRE HYDRANT | 20329EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 5,250.00 | 31,500.00 | |||
| 1460 | CUT AND PLUG 16 IN | 20707ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,350.00 | 6,700.00 | |||
| 1470 | REDUCER 8 IN X 4IN | 21053ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1480 | TIE-IN 16 IN | 21113ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,450.00 | 17,800.00 | |||
| 1490 | CUT AND PLUG-8 IN | 21382ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 925.00 | 4,625.00 | |||
| 1500 | BEND 45 DEG-24 IN | 22191NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,500.00 | 22,000.00 | |||
| 1510 | DISCONTINUED WATER METER 3/4 IN SERVICE | 23192EC | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 1520 | GATE VALVE-20 IN | 23193EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 16,300.00 | 0.00 | |||
| 1530 | GATE VALVE-24 IN | 23194EC | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 20,400.00 | 40,800.00 | |||
| 1540 | PLUG-4 IN | 23195EC | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 500.00 | 500.00 | 500.00 | |
| 1550 | PLUG-20 IN | 23196EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 1560 | PLUG-24 IN | 23197EC | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 5,950.00 | 17,850.00 | |||
| 1570 | REDUCER-16 IN X 8 IN | 23198EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1580 | TEE-8 IN X 8 IN | 23199EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,150.00 | 1,150.00 | |||
| 1590 | TEE-16 IN X 8 IN | 23200EC | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,300.00 | 16,100.00 | |||
| 1600 | TEE-16 IN X 16 IN | 23201EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,825.00 | 9,650.00 | |||
| 1610 | TEE-24 IN X 16 IN | 23202EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,650.00 | 7,650.00 | |||
| 1620 | TEE-24 IN X 20 IN | 23203EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 8,525.00 | 0.00 | |||
| 1630 | CLASS B CONCRETE CAP-8 IN | 23204EC | LF | 81.00 | 81.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 1640 | CLASS B CONCRETE CAP-16 IN | 23205EC | LF | 81.00 | 81.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1650 | ROCK REMOVAL | 23312EC | CUYD | 3,381.00 | 3,381.000 | 3,381.000 | 3,381.000 | 60.00 | 202,860.00 | |||
| 1660 | BORE AND JACK PIPE-42 IN | 23332EC | LF | 89.00 | 0.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 1670 | DUCTILE IRON PIPE-20 IN | 23333EC | LF | 39.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 8000 | TEE 24 IN X 24 IN | 20125EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 8001 | CONCRETE FOR THRUST BLOCKS-ETC | 21952EN | CUYD | 0.00 | 2.320 | 2.320 | 2.320 | 500.00 | 1,160.00 | |||
| 8002 | STEEL ENCASEMENT PIPE-42 IN-INSTALL | 23662EC | LF | 0.00 | 89.000 | 89.000 | 89.000 | 600.00 | 53,400.00 | |||
| 8013 | RELOCATE SERVICE ~ 3/4 INCH | 21109ND | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 2,821.00 | 11,284.00 | |||
| 8014 | RELOCATE SERVICE ~ 1.50 INCH | 21109ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,189.00 | 7,189.00 | |||
| 8018 | TEE ~24 IN X 8 IN | 20125EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,172.00 | 5,172.00 | |||
| 8020 | RELOCATE SERVICE | 21109ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,081.00 | 1,081.00 | |||
| Project | DE01500610910 | Fed/State Project Number | ARRA 5116(024) | Category | 0006 DEMOB AND MOB | |||||||
| 1680 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 225,000.00 | 225,000.00 | |||
| 1690 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 80,000.00 | 80,000.00 | 80,000.00 | |
| Project | DE01500610910 | Fed/State Project Number | ARRA 5116(024) | Category | 0007 TRAINEES | |||||||
| 1700 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 132.500 | 132.500 | 5.40 | 715.50 | |||
| Project | DE01500610910 | Fed/State Project Number | ARRA 5116(024) | Category | 0008 NON PARTICITPATING FEDERAL FUNDS | |||||||
| 8015 | EW~ TRIAXLE GEOGRID Invoice | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 48,434.00 | 48,434.00 | |||
| SUBTOT | $129,827.28 |
$4,646,553.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||