|
Report_Id: 111343 Est NO 0052 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111343 | Estimate Number | 0052 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | HICON CONSTRUCTION LLC | ADDR SN 1 VC Code VC0000115091 | |||||
| 358 HITE LANE | |||||||
| BARDSTOWN , KY , 40004 | |||||||
| Pay Period | 10/18/2014 TO 04/10/2015 | ||||||
| Date Approved | 04/19/2015 | ||||||
| Primary Proj Number | DE0470NEW11W1 | ||||||
| Project No. | JP02 047 NEW-ROUTE | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | ELIZABETHTOWN-RADCLIFFE CONNECTOR ROAD | ||||||
| Description | SECTION 2 FROM CELLILLIANA DRIVE TO KY 220 | ||||||
| Date Let | 10/21/2011 | Formal Acceptance | |||||
| Date Awarded | 10/31/2011 | Date Work Began | 01/10/2012 | ||||
| Date Contract Executed | 11/10/2011 | Open To Traffic | |||||
| Date NTP Issued | 11/10/2011 | Actual Completion Date | 09/16/2014 | ||||
| Current Contract Amount | $10,357,895.11 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,002,817.70 |
Total Earnings | $9,186,113.60 |
$9,159,721.00 |
$26,392.60 |
|
| Percent Complete | 88.69 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,171,781.51 |
Gross Earnings | $9,186,113.60 |
$9,159,721.00 |
$26,392.60 |
|
| Total Change Orders | $355,077.41 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,186,113.60 |
$9,159,721.00 |
$26,392.60 |
|||
| Contract Id | 111343 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0052 | Project Number | JP02 047 NEW-ROUTE | |||||||
| Contractor | HICON CONSTRUCTION LLC | Period | 10/18/2014 TO 04/10/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Signal, Pipe Undercut & Clean Sinkhole | Approved | 10/31/2012 | $82,347.60 | 12.0 | |||||
| 002 | Fuel and Asphalt Adjustment Override | Approved | 07/30/2012 | $0.00 | 0.0 | |||||
| 003 | Steel Encasement Pipe 16 Inch | Approved | 11/29/2012 | $27,900.00 | 2.0 | |||||
| 004 | Inspect and Certify Edge Drain System | Approved | 06/24/2013 | $9,900.00 | 5.0 | |||||
| 005 | Cement Stabilization, Asphalt Curb, Flume & Channel Lining | Approved | 10/11/2013 | $197,389.81 | 12.0 | |||||
| 006 | Non Spec Material Override | Approved | 09/11/2013 | $0.00 | 0.0 | |||||
| 007 | Lot Pay Adjustment Override | Approved | 09/17/2013 | $0.00 | 0.0 | |||||
| 008 | Ride Quality Adjustment | Approved | 07/23/2014 | $37,540.00 | 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 |
||
| Contract Id | 111343 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE0470NEW11W1 | ||||||
| Estimate Nbr | 0052 | Period | 10/18/2014 TO 04/10/2015 | |||||||
| Contractor | HICON CONSTRUCTION LLC | |||||||||
| Project | DE0470NEW11W1 | Fed/State Project Number | JP02 047 NEW-ROUTE | 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 | |
| 1001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 95.00 | 95.000 | 172.580 | 172.580 | 55.00 | 9,491.90 | |||
| 1002 | PERFORATED PIPE-4 IN | 01000 | LF | 32,751.00 | 32,751.000 | 29,392.000 | 29,392.000 | 4.50 | 132,264.00 | |||
| 1003 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 4,844.00 | 4,844.000 | 2,364.000 | 2,364.000 | 9.25 | 21,867.00 | |||
| 1004 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 22.00 | 22.000 | 21.000 | 21.000 | 400.00 | 8,400.00 | |||
| 1005 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 1006 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 65.00 | 65.000 | 50.000 | 50.000 | 450.00 | 22,500.00 | |||
| 1007 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 14.000 | 14.000 | 375.00 | 5,250.00 | |||
| 1008 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 34.00 | 34.000 | 13.000 | 13.000 | 125.00 | 1,625.00 | |||
| 1009 | VALLEY GUTTER | 01895 | LF | 1,041.00 | 1,041.000 | 1,042.000 | 1,042.000 | 38.50 | 40,117.00 | |||
| 1010 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 7.00 | 70.00 | |||
| 1011 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 16.000 | 16.000 | 325.00 | 5,200.00 | |||
| 1012 | REMOVE PAVEMENT | 02091 | SQYD | 670.00 | 670.000 | 670.000 | 670.000 | 4.00 | 2,680.00 | |||
| 1013 | TEMP DITCH | 02159 | LF | 14,875.00 | 14,875.000 | 1,624.000 | 1,624.000 | 1.00 | 1,624.00 | |||
| 1014 | CLEAN TEMP DITCH | 02160 | LF | 14,875.00 | 14,875.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1015 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,490.00 | 3,490.000 | 718.900 | 718.900 | 20.00 | 14,378.00 | |||
| 1016 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1017 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 26,500.00 | 26,500.000 | 28,864.000 | 28,864.000 | 4.15 | 119,785.60 | |||
| 1018 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 9,443.75 | 9,443.750 | 9,305.000 | 9,305.000 | 15.82 | 147,205.10 | |||
| 1019 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 35.00 | 210.00 | |||
| 1020 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 650.00 | 5,200.00 | |||
| 1021 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 1022 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 1023 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 204.00 | 204.000 | 8.000 | 215.000 | 223.000 | 86.75 | 694.00 | 19,345.25 | |
| 1024 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 58.00 | 174.00 | |||
| 1025 | PLUG WATER WELL | 02475 | EACH | 6.00 | 6.000 | 0.050 | 0.950 | 1.000 | 2,500.00 | 125.00 | 2,500.00 | |
| 1026 | CHANNEL LINING CLASS II | 02483 | TON | 1,149.00 | 4,649.000 | 78.470 | 4,655.770 | 4,734.240 | 22.00 | 1,726.34 | 104,153.28 | |
| 1027 | CHANNEL LINING CLASS III | 02484 | TON | 329.00 | 329.000 | 621.860 | 621.860 | 26.50 | 16,479.29 | |||
| 1028 | CLEARING AND GRUBBING (103 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,697.00 | 75,697.00 | |||
| 1029 | SIGNS | 02562 | SQFT | 261.00 | 261.000 | 609.000 | 609.000 | 7.50 | 4,567.50 | |||
| 1030 | EDGE KEY | 02585 | LF | 173.00 | 173.000 | 397.000 | 397.000 | 4.80 | 1,905.60 | |||
| 1031 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,150.00 | 5,150.000 | 1,324.530 | 1,324.530 | 2.50 | 3,311.32 | |||
| 1032 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 19,546.00 | 19,546.000 | 7,120.950 | 7,120.950 | 2.00 | 14,241.90 | |||
| 1033 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 31,250.00 | 31,250.00 | |||
| 1034 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1035 | SAFELOADING | 02690 | CUYD | 8.00 | 8.000 | 7.700 | 7.700 | 1,000.00 | 7,700.00 | |||
| 1036 | TEMP SILT FENCE | 02701 | LF | 14,875.00 | 14,875.000 | 14,242.000 | 14,242.000 | 1.20 | 17,090.40 | |||
| 1037 | SILT TRAP TYPE A | 02703 | EACH | 94.00 | 94.000 | 16.000 | 16.000 | 600.00 | 9,600.00 | |||
| 1038 | SILT TRAP TYPE B | 02704 | EACH | 94.00 | 94.000 | 91.000 | 91.000 | 140.00 | 12,740.00 | |||
| 1039 | SILT TRAP TYPE C | 02705 | EACH | 94.00 | 94.000 | 34.000 | 34.000 | 140.00 | 4,760.00 | |||
| 1040 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 282.00 | 282.000 | 67.000 | 67.000 | 0.01 | 0.67 | |||
| 1041 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 282.00 | 282.000 | 207.000 | 207.000 | 0.01 | 2.07 | |||
| 1042 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 282.00 | 282.000 | 14.000 | 14.000 | 0.01 | 0.14 | |||
| 1043 | CLEAN TEMP SILT FENCE | 02709 | LF | 14,875.00 | 14,875.000 | 3,214.000 | 3,214.000 | 0.01 | 32.14 | |||
| 1045 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 74,500.00 | 74,500.00 | |||
| 1046 | EROSION CONTROL BLANKET | 05950 | SQYD | 40,285.00 | 40,285.000 | 104,472.500 | 104,472.500 | 1.05 | 109,696.12 | |||
| 1047 | TEMP MULCH | 05952 | SQYD | 454,960.00 | 454,960.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1048 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 30,492.00 | 30,492.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 1049 | TOPDRESSING FERTILIZER | 05966 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 1050 | SEEDING AND PROTECTION | 05985 | SQYD | 304,920.00 | 304,920.000 | 79,490.870 | 161,241.630 | 240,732.500 | 0.30 | 23,847.26 | 72,219.75 | |
| 1051 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 24,196.00 | 24,196.000 | 31,196.430 | 31,196.430 | 0.17 | 5,303.39 | |||
| 1052 | SODDING | 05990 | SQYD | 1,294.00 | 1,294.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 1053 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 17,524.00 | 17,524.000 | 53,253.000 | 53,253.000 | 0.12 | 6,390.36 | |||
| 1054 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 90,693.00 | 90,693.000 | 108,485.000 | 108,485.000 | 0.13 | 14,103.05 | |||
| 1055 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 232.00 | 232.000 | 145.000 | 145.000 | 7.95 | 1,152.75 | |||
| 1056 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 96.00 | 96.000 | 143.000 | 143.000 | 9.95 | 1,422.85 | |||
| 1057 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 29.00 | 29.000 | 33.000 | 33.000 | 98.00 | 3,234.00 | |||
| 1058 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 12,527.00 | 12,527.000 | 0.000 | 0.000 | 4.55 | 0.00 | |||
| 1059 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 3,956.00 | 3,956.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 1060 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,630.00 | 2,630.000 | 2,686.400 | 2,686.400 | 6.00 | 16,118.40 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 19,083.490 | 19,083.490 | 1.00 | 19,083.49 | |||
| 8001 | CONDUIT-1 1/4 IN | 04793 | LF | 0.00 | 463.000 | 459.700 | 459.700 | 6.60 | 3,034.02 | |||
| 8002 | CONDUIT-2 IN | 04795 | LF | 0.00 | 650.000 | 582.500 | 582.500 | 7.70 | 4,485.25 | |||
| 8003 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 330.00 | 2,640.00 | |||
| 8004 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 1,053.000 | 928.000 | 928.000 | 4.40 | 4,083.20 | |||
| 8005 | LOOP WIRE | 04830 | LF | 0.00 | 3,863.000 | 3,895.000 | 3,895.000 | 4.40 | 17,138.00 | |||
| 8006 | CABLE-NO. 14/5C | 04844 | LF | 0.00 | 1,235.000 | 1,406.000 | 1,406.000 | 1.10 | 1,546.60 | |||
| 8007 | CABLE-NO. 14/1 PAIR | 04850 | LF | 0.00 | 6,650.000 | 6,571.000 | 6,571.000 | 1.32 | 8,673.72 | |||
| 8008 | MESSENGER-10800 LB | 04885 | LF | 0.00 | 575.000 | 516.000 | 516.000 | 4.40 | 2,270.40 | |||
| 8009 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 1,441.000 | 1,379.000 | 1,379.000 | 1.10 | 1,516.90 | |||
| 8010 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,080.00 | 3,080.00 | |||
| 8011 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,740.00 | 14,960.00 | |||
| 8012 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 110.00 | 880.00 | |||
| 8013 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 220.00 | 440.00 | |||
| 8014 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 0.00 | 18.840 | 30.610 | 30.610 | 220.00 | 6,734.20 | |||
| 8015 | INSTALL ANTENNA | 23982EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 220.00 | 220.00 | |||
| 8016 | MAINTAIN & CONTROL TRAFFIC (Signal) | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 8017 | STAKING (Signal) | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 8019 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 186.000 | 219.900 | 219.900 | 20.00 | 4,398.00 | |||
| 8020 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 1.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 8021 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 12,823.970 | 12,823.970 | 1.00 | 12,823.97 | |||
| 8022 | STEEL ENCASEMENT PIPE-16 IN | 01073 | LF | 0.00 | 180.000 | 180.000 | 180.000 | 155.00 | 27,900.00 | |||
| 8023 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,900.00 | 9,900.00 | |||
| 8024 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 0.00 | 72,091.000 | 72,091.000 | 72,091.000 | 2.06 | 148,507.46 | |||
| 8025 | CEMENT | 02542 | TON | 0.00 | 1,374.620 | 1,374.620 | 1,374.620 | 141.61 | 194,659.93 | |||
| 8026 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 4,150.00 | 29,050.00 | |||
| 8027 | ASPHALT WEDGE CURB | 01897 | LF | 0.00 | 1,600.000 | 1,436.000 | 1,436.000 | 8.48 | 12,177.28 | |||
| 8028 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -645.950 | -645.950 | 1.00 | -645.95 | |||
| 8029 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 18,450.800 | 18,450.800 | 1.00 | 18,450.80 | |||
| 8030 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 1.000 | 1.030 | 1.030 | 37,540.00 | 38,666.20 | |||
| Project | DE0470NEW11W1 | Fed/State Project Number | JP02 047 NEW-ROUTE | Category | 0002 PAVING | |||||||
| 2001 | DGA BASE | 00001 | TON | 95,410.00 | 95,410.000 | 89,881.140 | 89,881.140 | 12.18 | 1,094,752.28 | |||
| 2002 | LIME STABILIZED ROADBED | 00013 | SQYD | 117,138.00 | 66,657.700 | 66,657.700 | 66,657.700 | 2.06 | 137,314.86 | |||
| 2003 | LIME | 00014 | TON | 2,109.00 | 987.090 | 987.090 | 987.090 | 149.24 | 147,313.31 | |||
| 2004 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 18,416.00 | 18,416.000 | 17,166.080 | 17,166.080 | 36.47 | 626,046.93 | |||
| 2005 | ASPHALT SEAL AGGREGATE | 00100 | TON | 440.00 | 440.000 | 567.930 | 567.930 | 65.10 | 36,972.24 | |||
| 2006 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 12,581.00 | 12,581.000 | 11,792.800 | 11,792.800 | 45.00 | 530,676.00 | |||
| 2007 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 47,107.00 | 47,107.000 | 45,157.040 | 45,157.040 | 43.67 | 1,972,007.93 | |||
| 2008 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 53.00 | 53.000 | 69.010 | 69.010 | 828.00 | 57,140.28 | |||
| 2009 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,658.00 | 2,658.000 | 2,720.120 | 2,720.120 | 54.90 | 149,334.58 | |||
| 2010 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 642.00 | 642.000 | 727.660 | 727.660 | 57.48 | 41,825.89 | |||
| 2011 | ASPHALT CURING SEAL | 00358 | TON | 117.00 | 131.920 | 131.920 | 131.920 | 404.00 | 53,295.68 | |||
| 2012 | SAND FOR BLOTTER | 02702 | TON | 292.00 | 292.000 | 0.000 | 0.000 | 27.25 | 0.00 | |||
| 2013 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 6,716.00 | 6,716.000 | 6,534.950 | 6,534.950 | 57.10 | 373,145.64 | |||
| 2014 | ROADWAY EXCAVATION | 02200 | CUYD | 484,018.00 | 484,018.000 | 494,535.600 | 494,535.600 | 2.22 | 1,097,869.03 | |||
| 2015 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,185.00 | 4,185.000 | 800.240 | 800.240 | 20.00 | 16,004.80 | |||
| 2016 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 26,650.00 | 26,650.000 | 4,713.300 | 4,713.300 | 1.40 | 6,598.62 | |||
| 2017 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 589,633.00 | 0.00 | |||
| Project | DE0470NEW11W1 | Fed/State Project Number | JP02 047 NEW-ROUTE | Category | 0005 DRAINAGE | |||||||
| 5001 | ENTRANCE PIPE-15 IN | 00440 | LF | 244.00 | 244.000 | 244.000 | 244.000 | 30.50 | 7,442.00 | |||
| 5002 | ENTRANCE PIPE-18 IN | 00441 | LF | 104.00 | 104.000 | 104.000 | 104.000 | 35.00 | 3,640.00 | |||
| 5003 | ENTRANCE PIPE-30 IN | 00445 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 53.50 | 1,605.00 | |||
| 5004 | CULVERT PIPE-15 IN | 00461 | LF | 235.00 | 235.000 | 327.000 | 327.000 | 50.50 | 16,513.50 | |||
| 5005 | CULVERT PIPE-18 IN | 00462 | LF | 1,038.00 | 1,038.000 | 1,003.000 | 1,003.000 | 48.00 | 48,144.00 | |||
| 5006 | CULVERT PIPE-24 IN | 00464 | LF | 759.00 | 759.000 | 680.000 | 680.000 | 61.50 | 41,820.00 | |||
| 5007 | CULVERT PIPE-30 IN | 00466 | LF | 659.00 | 659.000 | 639.000 | 639.000 | 73.00 | 46,647.00 | |||
| 5008 | CULVERT PIPE-36 IN | 00468 | LF | 359.00 | 359.000 | 359.000 | 359.000 | 82.50 | 29,617.50 | |||
| 5009 | CULVERT PIPE-54 IN | 00471 | LF | 231.00 | 231.000 | 231.000 | 231.000 | 158.00 | 36,498.00 | |||
| 5010 | CULVERT PIPE-60 IN | 00472 | LF | 170.00 | 170.000 | 168.000 | 168.000 | 203.00 | 34,104.00 | |||
| 5011 | CULVERT PIPE-42 IN EQUIV | 00498 | LF | 130.00 | 130.000 | 130.000 | 130.000 | 163.00 | 21,190.00 | |||
| 5012 | STORM SEWER PIPE-15 IN | 00521 | LF | 583.00 | 583.000 | 583.000 | 583.000 | 34.50 | 20,113.50 | |||
| 5013 | STORM SEWER PIPE-18 IN | 00522 | LF | 915.00 | 915.000 | 915.000 | 915.000 | 44.50 | 40,717.50 | |||
| 5014 | STORM SEWER PIPE-24 IN | 00524 | LF | 127.00 | 127.000 | 127.000 | 127.000 | 51.50 | 6,540.50 | |||
| 5015 | STORM SEWER PIPE-36 IN | 00528 | LF | 122.00 | 122.000 | 122.000 | 122.000 | 87.50 | 10,675.00 | |||
| 5016 | METAL END SECTION TY 4-42 IN | 01416 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 5017 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,200.00 | 6,000.00 | |||
| 5018 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,200.00 | 6,000.00 | |||
| 5019 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,700.00 | 10,200.00 | |||
| 5020 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,650.00 | 6,600.00 | |||
| 5021 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 5022 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 5023 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 5024 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 5025 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 5026 | DROP BOX INLET TYPE 5B | 01505 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 2,775.00 | 58,275.00 | |||
| 5027 | DROP BOX INLET TYPE 10 | 01541 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,700.00 | 3,400.00 | |||
| 5028 | DROP BOX INLET TYPE 15 | 01580 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,200.00 | 6,000.00 | |||
| 5030 | CONCRETE-CLASS A | 08100 | CUYD | 81.28 | 81.280 | 82.280 | 82.280 | 975.00 | 80,223.00 | |||
| 5031 | STEEL REINFORCEMENT | 08150 | LB | 4,532.00 | 4,532.000 | 4,532.000 | 4,532.000 | 2.00 | 9,064.00 | |||
| Project | DE0470NEW11W1 | Fed/State Project Number | JP02 047 NEW-ROUTE | Category | 0006 MOBILIZATION / DEMOBILIZATION | |||||||
| 6001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 441,933.55 | 441,933.55 | |||
| 6002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 132,580.07 | 0.00 | |||
| 8018 | MOBILIZATION (Signal) | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 320.00 | 320.00 | |||
| SUBTOT | $26,392.60 |
$9,186,113.48 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1017-1-0I |
FENCE, WOVEN | FT |
6,465.45 | 0011 | $4.150000 | $26,831.61 | ||||||
1017-1-0A |
FENCE, WOVEN | FT |
4,382.00 | 0016 | $4.150000 | $-18,185.29 | ||||||
1017-1-0A |
FENCE, WOVEN | FT |
2,078.00 | 0018 | $4.150000 | $-8,623.70 | ||||||
1017-1-0A |
FENCE, WOVEN | FT |
5.45 | 0027 | $4.150000 | $-22.62 | ||||||
| SUBTOT | $0.00 |
|||||||||||