|
Report_Id: 191044 Est NO 0035 |
Date:03/23/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191044 | Estimate Number | 0035 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Morgan, Lonnie D. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code KY0036473 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 02/13/2021 TO 02/26/2021 | ||||||
| Date Approved | 03/05/2021 | ||||||
| Primary Proj Number | DE09500301944 | ||||||
| Project No. | STP 0302(025), STP 0302(025) | ||||||
| Primary County | JACKSON | ||||||
| Name of Road | LONDON-BOONEVILLE ROAD(KY-30) | ||||||
| Description | IMPROVE KY-30 FROM KY-847 IN OWSLEY COUNTY TO JACKSON COUNTY LINE. | ||||||
| Date Let | 08/23/2019 | Formal Acceptance | |||||
| Date Awarded | 08/30/2019 | Date Work Began | 10/11/2019 | ||||
| Date Contract Executed | 10/08/2019 | Open To Traffic | |||||
| Date NTP Issued | 10/08/2019 | Actual Completion Date | |||||
| Current Contract Amount | $53,040,745.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $53,014,490.49 |
Total Earnings | $23,456,015.01 |
$23,078,014.03 |
$378,000.98 |
|
| Percent Complete | 46.52 |
Stockpiled Materials | $1,216,670.31 |
$1,216,670.31 |
$0.00 |
|
| Funds Available | $28,368,060.17 |
Gross Earnings | $24,672,685.32 |
$24,294,684.34 |
$378,000.98 |
|
| Total Change Orders | $26,255.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $24,672,685.32 |
$24,294,684.34 |
$378,000.98 |
|||
| Contract Id | 191044 | Change Order Summary |
County | JACKSON | ||||||
| Estimate Nbr | 0035 | Project Number | STP 0302(025), STP 0302(025) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 02/13/2021 TO 02/26/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 02/05/2020 | $0.00 | 1.0 | |||||
| 002 | Addition of water line in Jackson County - Parcel #86 | Approved | 11/20/2020 | $26,255.00 | 1.0 | |||||
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 | 191044 | COMMONWEALTH OF KENTUCKY |
County | JACKSON | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09500301944 | ||||||
| Estimate Nbr | 0035 | Period | 02/13/2021 TO 02/26/2021 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0001 PAVING | |||||||
| 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 | |
| 0790 | CRUSHED STONE BASE | 00003 | TON | 73,901.00 | 73,901.000 | 0.000 | 0.000 | 26.65 | 0.00 | |||
| 0795 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 186,442.00 | 186,442.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0800 | TRAFFIC BOUND BASE | 00020 | TON | 793.00 | 793.000 | 1,496.180 | 1,496.180 | 24.24 | 36,267.40 | |||
| 0805 | ASPHALT SEAL AGGREGATE | 00100 | TON | 848.00 | 848.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0810 | ASPHALT SEAL COAT | 00103 | TON | 99.00 | 99.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0815 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 18,130.00 | 18,130.000 | 0.000 | 0.000 | 77.85 | 0.00 | |||
| 0820 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 27,990.00 | 27,990.000 | 0.000 | 0.000 | 81.45 | 0.00 | |||
| 0825 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 13,522.00 | 13,522.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0830 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 125.00 | 125.000 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 0835 | ASPHALT CURING SEAL | 00358 | TON | 187.00 | 187.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 0840 | CEMENT | 02542 | TON | 3,557.00 | 3,557.000 | 0.000 | 0.000 | 188.00 | 0.00 | |||
| 0845 | SAND FOR BLOTTER | 02702 | TON | 466.00 | 466.000 | 0.000 | 0.000 | 49.50 | 0.00 | |||
| 0850 | JOINT ADHESIVE | 20071EC | LF | 110,505.00 | 110,505.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0855 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 59,642.00 | 59,642.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0860 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 3,332,734.00 | 3,332,734.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 0865 | HMA ELECTRONIC DELIVERY MGMT SYSTEM JACKSON | 24986EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,500.00 | 0.00 | |||
| 0870 | LEVELING & WEDGING PG64-22 | 00190 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 99.75 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0002 ROADWAY | |||||||
| 0875 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 30.84 | 0.00 | |||
| 0880 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 72,528.00 | 72,528.000 | 19,814.300 | 19,814.300 | 21.69 | 429,772.16 | |||
| 0885 | PERFORATED PIPE-4 IN | 01000 | LF | 4,522.00 | 4,522.000 | 0.000 | 0.000 | 10.85 | 0.00 | |||
| 0890 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 572.00 | 572.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0895 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0900 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0905 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0910 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0915 | REMOVE PIPE | 01310 | LF | 102.00 | 102.000 | 18.000 | 18.000 | 18.26 | 328.68 | |||
| 0920 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0925 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 288.00 | 288.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0930 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0935 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 16.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0940 | REMOVE PAVEMENT | 02091 | SQYD | 3,576.00 | 3,576.000 | 1,192.000 | 1,192.000 | 3.24 | 3,862.08 | |||
| 0945 | TEMP DITCH | 02159 | LF | 17,127.00 | 17,127.000 | 510.000 | 510.000 | 0.01 | 5.10 | |||
| 0950 | CLEAN TEMP DITCH | 02160 | LF | 8,564.00 | 8,564.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0955 | ROADWAY EXCAVATION | 02200 | CUYD | 3,994,530.00 | 3,994,530.000 | 3,660,682.080 | 3,660,682.080 | 3.00 | 10,982,046.24 | |||
| 0960 | WATER | 02242 | MGAL | 7.00 | 7.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0965 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 28,550.00 | 28,550.000 | 50.000 | 50.000 | 16.00 | 800.00 | |||
| 0970 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0975 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0980 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0985 | REMOVE GUARDRAIL | 02381 | LF | 475.00 | 475.000 | 112.500 | 112.500 | 2.00 | 225.00 | |||
| 0990 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0995 | REMOVE STONE MASONRY | 02402 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1000 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 80.00 | 80.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 1005 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 269.00 | 269.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1010 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1015 | WITNESS POST | 02432 | EACH | 268.00 | 268.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1020 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 1025 | CHANNEL LINING CLASS IV (REVISED: 8-20-19) | 02488 | CUYD | 39,741.00 | 39,741.000 | 13,021.690 | 13,021.690 | 8.70 | 113,288.70 | |||
| 1030 | CLEARING AND GRUBBING 380 ACRES-JACKSON | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500,000.00 | 500,000.00 | |||
| 1035 | CONCRETE-CLASS B | 02555 | CUYD | 566.00 | 566.000 | 192.000 | 192.000 | 295.00 | 56,640.00 | |||
| 1040 | TEMPORARY SIGNS | 02562 | SQFT | 2,100.00 | 2,100.000 | 1,423.000 | 1,423.000 | 14.84 | 21,117.32 | |||
| 1045 | EDGE KEY | 02585 | LF | 384.00 | 384.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1050 | FABRIC-GEOTEXTILE TYPE I (FOR CONST. ENTR.) | 02596 | SQYD | 360.00 | 360.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1055 | FABRIC-GEOTEXTILE TYPE IV (GEOTECH NOTE 14, 16 & 21) | 02599 | SQYD | 16,600.00 | 16,600.000 | 18,992.619 | 18,992.619 | 1.33 | 25,260.18 | |||
| 1060 | FABRIC GEOTEXTILE TY IV FOR PIPE (REVISED: 8-20-19) | 02600 | SQYD | 16,265.00 | 16,265.000 | 18,081.917 | 18,081.917 | 2.00 | 36,163.83 | |||
| 1065 | MAINTAIN & CONTROL TRAFFIC JACKSON | 02650 | LS | 1.00 | 1.000 | 0.458 | 0.458 | 53,000.00 | 24,274.00 | |||
| 1070 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 8,900.00 | 17,800.00 | |||
| 1075 | MOBILIZATION FOR MILL & TEXT JACKSON | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1080 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,136.00 | 1,136.000 | 0.000 | 0.000 | 28.45 | 0.00 | |||
| 1085 | SHOULDER RUMBLE STRIPS | 02696 | LF | 68,500.00 | 68,500.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 1090 | TEMP SILT FENCE | 02701 | LF | 17,127.00 | 17,127.000 | 48.000 | 7,897.000 | 7,945.000 | 2.16 | 103.68 | 17,161.20 | |
| 1095 | SILT TRAP TYPE A | 02703 | EACH | 348.00 | 348.000 | 19.000 | 19.000 | 50.00 | 950.00 | |||
| 1100 | SILT TRAP TYPE B | 02704 | EACH | 348.00 | 348.000 | 124.000 | 124.000 | 125.00 | 15,500.00 | |||
| 1105 | SILT TRAP TYPE C | 02705 | EACH | 348.00 | 348.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1110 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 348.00 | 348.000 | 2.000 | 13.000 | 15.000 | 0.01 | 0.02 | 0.15 | |
| 1115 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 348.00 | 348.000 | 149.000 | 149.000 | 0.01 | 1.49 | |||
| 1120 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 348.00 | 348.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1125 | STAKING JACKSON | 02726 | LS | 1.00 | 1.000 | 0.458 | 0.458 | 130,000.00 | 59,540.00 | |||
| 1130 | REMOVE STRUCTURE (EXISTING 6' X 5' RCBC STA. 48+65)-JACKS | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1135 | EROSION CONTROL BLANKET | 05950 | SQYD | 665,688.00 | 665,688.000 | 9,737.000 | 416,501.195 | 426,238.195 | 1.00 | 9,737.00 | 426,238.19 | |
| 1140 | TEMP MULCH | 05952 | SQYD | 1,121,024.00 | 1,121,024.000 | 10,358.882 | 10,358.882 | 0.12 | 1,243.06 | |||
| 1145 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 840,768.00 | 840,768.000 | 154,105.063 | 154,105.063 | 0.14 | 21,574.70 | |||
| 1150 | INITIAL FERTILIZER | 05963 | TON | 174.00 | 174.000 | 0.234 | 21.874 | 22.108 | 650.00 | 152.10 | 14,370.20 | |
| 1155 | MAINTENANCE FERTILIZER | 05964 | TON | 87.00 | 87.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1160 | SEEDING AND PROTECTION | 05985 | SQYD | 1,026,364.00 | 1,026,364.000 | 39,482.110 | 39,482.110 | 0.30 | 11,844.63 | |||
| 1165 | AGRICULTURAL LIMESTONE | 05992 | TON | 1,042.00 | 1,042.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1170 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 793.00 | 793.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1175 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 200.00 | 200.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 1180 | STEEL POST TYPE 1 | 06410 | LF | 2,090.00 | 2,090.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 1185 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 5.52 | 5.520 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1190 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 37,812.00 | 37,812.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 1195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 148,041.00 | 148,041.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1200 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 18,906.00 | 18,906.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1205 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,340.00 | 2,340.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1210 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,340.00 | 2,340.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1215 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 2,340.00 | 2,340.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1220 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 2,340.00 | 2,340.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1225 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 219.00 | 219.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1230 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,838.00 | 2,838.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1235 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1240 | FUEL ADJUSTMENT | 10020NS | DOLL | 854,423.00 | 854,423.000 | -6,940.140 | -555,077.280 | -562,017.420 | 1.00 | -6,940.14 | -562,017.42 | |
| 1245 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 233,176.00 | 233,176.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1250 | SAW CUT | 20430ED | LF | 651.00 | 651.000 | 35.000 | 35.000 | 2.27 | 79.45 | |||
| 1255 | LONGITUDINAL EDGE KEY | 21289ED | LF | 525.00 | 525.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 1260 | FLUME INLET TY 2-MOD | 22045NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 1265 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 1270 | CENTERLINE RUMBLE STRIPS-12 IN | 23821EC | LF | 34,600.00 | 34,600.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 1275 | INLAID PAVEMENT MARKER | 24489EC | EACH | 236.00 | 236.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 1280 | INLAID PAVEMENT MARKER | 24489EC | EACH | 654.00 | 654.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 1285 | BARCODE SIGN INVENTORY | 24631EC | EACH | 224.00 | 224.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1290 | PIPELINE INSPECTION | 24814EC | LF | 7,234.00 | 7,234.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 1295 | UTILITY COORDINATION JACKSON | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1300 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 80,646.00 | 80,646.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 1305 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 67,395.00 | 67,395.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime - Erosion Control | 10111NS | DOLL | 0.00 | 0.001 | -4,750.000 | -4,750.000 | 1.00 | -4,750.00 | |||
| 8002 | W PIPE PVC 02 INCH | 14056 | LF | 0.00 | 565.000 | 565.000 | 565.000 | 17.00 | 9,605.00 | |||
| 8003 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 78.00 | 7,800.00 | |||
| 8004 | W TIE-IN 02 INCH | 14091 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,950.00 | 8,850.00 | |||
| 8005 | REMOVE AND RESET 30 in culvert pipe headwall | 24731EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 957.18 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0003 DRAINAGE | |||||||
| 1310 | CULVERT PIPE-18 IN | 00462 | LF | 927.00 | 927.000 | 427.000 | 427.000 | 79.35 | 33,882.45 | |||
| 1315 | CULVERT PIPE-24 IN | 00464 | LF | 1,870.00 | 1,870.000 | 906.000 | 906.000 | 78.28 | 70,921.68 | |||
| 1320 | CULVERT PIPE-30 IN (REVISED: 8-20-19) | 00466 | LF | 1,869.00 | 1,869.000 | 1,188.000 | 1,188.000 | 109.61 | 130,216.68 | |||
| 1325 | CULVERT PIPE-36 IN (REVISED: 8-20-19) | 00468 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 133.54 | 0.00 | |||
| 1330 | CULVERT PIPE-42 IN (REVISED: 8-20-19) | 00469 | LF | 464.00 | 464.000 | 279.000 | 279.000 | 172.61 | 48,158.19 | |||
| 1335 | CULVERT PIPE-48 IN (REVISED: 8-20-19) | 00470 | LF | 380.00 | 380.000 | 198.000 | 198.000 | 152.17 | 30,129.66 | |||
| 1340 | CULVERT PIPE-54 IN (REVISED: 8-20-19) | 00471 | LF | 1,804.00 | 1,804.000 | 1,812.000 | 1,812.000 | 233.37 | 422,866.44 | |||
| 1345 | ENTRANCE PIPE-12 IN | 00439 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 39.39 | 0.00 | |||
| 1350 | ENTRANCE PIPE-15 IN | 00440 | LF | 259.00 | 259.000 | 161.000 | 161.000 | 46.67 | 7,513.87 | |||
| 1355 | ENTRANCE PIPE-18 IN | 00441 | LF | 376.00 | 376.000 | 267.000 | 267.000 | 48.09 | 12,840.03 | |||
| 1360 | ENTRANCE PIPE-24 IN | 00443 | LF | 61.00 | 61.000 | 102.000 | 102.000 | 53.24 | 5,430.48 | |||
| 1365 | ENTRANCE PIPE-30 IN | 00445 | LF | 190.00 | 190.000 | 24.000 | 24.000 | 64.56 | 1,549.44 | |||
| 1370 | ENTRANCE PIPE-42 IN | 24561EN | FT | 52.00 | 52.000 | 28.000 | 28.000 | 175.25 | 4,907.00 | |||
| 1375 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| 1380 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1385 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1390 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,600.00 | 0.00 | |||
| 1395 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 850.00 | 3,400.00 | |||
| 1400 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 15.00 | 15.000 | 11.000 | 11.000 | 950.00 | 10,450.00 | |||
| 1405 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 14.00 | 14.000 | 10.000 | 10.000 | 1,750.00 | 17,500.00 | |||
| 1410 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 1415 | PIPE CULVERT HEADWALL-42 IN (REVISED: 8-20-19) | 01214 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 2,150.00 | 12,900.00 | |||
| 1420 | PIPE CULVERT HEADWALL-48 IN (REVISED: 8-20-19) | 01216 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 1425 | PIPE CULVERT HEADWALL-54 IN (REVISED: 8-20-19) | 24026EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,100.00 | 18,600.00 | |||
| 8001 | LIQUIDATED DAMAGES Contract Overtime - Erosion Control | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0004 BRIDGE- NO. 27721 - KY 30 BRIDGE OVER US 421 | |||||||
| 1430 | CONCRETE-CLASS A | 08100 | CUYD | 74.20 | 74.200 | 36.170 | 36.170 | 690.00 | 24,957.30 | |||
| 1435 | CONCRETE-CLASS AA | 08104 | CUYD | 392.00 | 392.000 | 0.000 | 0.000 | 470.00 | 0.00 | |||
| 1440 | STEEL REINFORCEMENT | 08150 | LB | 9,850.00 | 9,850.000 | 8,708.650 | 8,708.650 | 1.11 | 9,666.60 | |||
| 1445 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 86,323.00 | 86,323.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 1450 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 27.00 | 27.000 | 22.100 | 22.100 | 1,255.00 | 27,735.50 | |||
| 1455 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1460 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 180.00 | 180.000 | 472.370 | 472.370 | 46.00 | 21,729.02 | |||
| 1465 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 98.00 | 98.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 1470 | MASONRY COATING | 02998 | SQYD | 1,352.00 | 1,352.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1475 | PILES-STEEL HP12X53 | 08046 | LF | 303.00 | 303.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1480 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 108.00 | 0.00 | |||
| 1485 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 28.00 | 28.000 | 28.000 | 28.000 | 1,069.00 | 29,932.00 | |||
| 1490 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 924.70 | 924.700 | 0.000 | 0.000 | 409.00 | 0.00 | |||
| 1495 | RAIL SYSTEM TYPE III | 21532ED | LF | 466.00 | 466.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 1500 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 276.00 | 276.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 1505 | SOUNDINGS | 21084ED | LF | 27.00 | 27.000 | 21.000 | 21.000 | 30.00 | 630.00 | |||
| 1510 | ROCK CORINGS | 20746ED | LF | 48.00 | 48.000 | 62.700 | 62.700 | 78.00 | 4,890.60 | |||
| 1515 | CONCRETE FORMLINER | 21432NC | SQFT | 1,293.00 | 1,293.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1520 | CONCRETE STAINING | 23168ED | SQYD | 144.00 | 144.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 1525 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 1,706.00 | 1,706.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1530 | ELASTICIZED EPS (10" THICKNESS) | 24595EN | SQYD | 136.00 | 136.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 1535 | TEST PILES | 08033 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0005 BRIDGE- NO. 27722 - 6' X 5' RCBC STA 121+95 | |||||||
| 1540 | CONCRETE-CLASS A | 08100 | CUYD | 286.20 | 286.200 | 286.200 | 286.200 | 524.00 | 149,968.80 | |||
| 1545 | STEEL REINFORCEMENT | 08150 | LB | 21,047.00 | 21,047.000 | 21,047.000 | 21,047.000 | 1.00 | 21,047.00 | |||
| 1550 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,785.00 | 3,785.00 | |||
| 1555 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 72.80 | 72.800 | 47.630 | 47.630 | 63.00 | 3,000.69 | |||
| 1560 | GRANULAR EMBANKMENT | 02223 | CUYD | 61.60 | 61.600 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0006 BRIDGE- NO. 27723 - DBL 14' X 7' RCBC STA 208+83 | |||||||
| 1565 | CONCRETE-CLASS A | 08100 | CUYD | 541.60 | 541.600 | 541.600 | 541.600 | 405.00 | 219,348.00 | |||
| 1570 | STEEL REINFORCEMENT | 08150 | LB | 56,774.00 | 56,774.000 | 56,774.000 | 56,774.000 | 1.00 | 56,774.00 | |||
| 1575 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1580 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 188.00 | 188.000 | 227.671 | 227.671 | 68.00 | 15,481.62 | |||
| 1585 | CONCRETE-CLASS B | 02555 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 215.00 | 2,150.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0007 BRIDGE- NO. 27724 - 12' X5' RCBC STA 60+70 | |||||||
| 1590 | CONCRETE-CLASS A | 08100 | CUYD | 118.90 | 118.900 | 118.900 | 118.900 | 610.00 | 72,529.00 | |||
| 1595 | STEEL REINFORCEMENT | 08150 | LB | 9,723.00 | 9,723.000 | 9,723.000 | 9,723.000 | 1.00 | 9,723.00 | |||
| 1600 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1605 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 79.80 | 79.800 | 83.700 | 83.700 | 63.00 | 5,273.10 | |||
| 1610 | GRANULAR EMBANKMENT | 02223 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0008 BRIDGE- NO. 27725 - 6' X 6' RCBC STA 47+40 | |||||||
| 1615 | CONCRETE-CLASS A | 08100 | CUYD | 325.00 | 325.000 | 325.000 | 325.000 | 484.00 | 157,300.00 | |||
| 1620 | STEEL REINFORCEMENT | 08150 | LB | 27,230.00 | 27,230.000 | 27,230.000 | 27,230.000 | 1.00 | 27,230.00 | |||
| 1625 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | |||
| 1630 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 154.10 | 154.100 | 180.190 | 180.190 | 68.00 | 12,252.92 | |||
| 1635 | CONCRETE-CLASS B | 02555 | CUYD | 45.40 | 45.400 | 178.730 | 178.730 | 215.00 | 38,426.95 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0009 BRIDGE- NO. 27726 - 10' X 5' RCBC STA 26+80 | |||||||
| 1640 | CONCRETE-CLASS A | 08100 | CUYD | 141.70 | 141.700 | 0.000 | 0.000 | 562.00 | 0.00 | |||
| 1645 | STEEL REINFORCEMENT | 08150 | LB | 11,579.00 | 11,579.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1650 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1655 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1660 | GRANULAR EMBANKMENT | 02223 | CUYD | 64.00 | 64.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0010 BRIDGE- NO. 27780 - KY 30 OVER STURGEON CREEK STA 356+75 | |||||||
| 1665 | CONCRETE-CLASS A | 08100 | CUYD | 315.50 | 315.500 | 315.500 | 315.500 | 436.00 | 137,558.00 | |||
| 1670 | CONCRETE-CLASS AA | 08104 | CUYD | 677.20 | 677.200 | 677.200 | 677.200 | 480.00 | 325,056.00 | |||
| 1675 | STEEL REINFORCEMENT | 08150 | LB | 55,899.00 | 55,899.000 | 55,899.000 | 55,899.000 | 1.11 | 62,047.89 | |||
| 1680 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 187,081.00 | 187,081.000 | 187,081.000 | 187,081.000 | 1.06 | 198,305.86 | |||
| 1685 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 34.00 | 34.000 | 30.500 | 30.500 | 1,147.00 | 34,983.50 | |||
| 1690 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 60.00 | 4,560.00 | |||
| 1695 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 628.00 | 628.000 | 860.200 | 860.200 | 46.00 | 39,569.20 | |||
| 1700 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 196.00 | 196.000 | 182.200 | 182.200 | 42.00 | 7,652.40 | |||
| 1705 | MASONRY COATING | 02998 | SQYD | 2,973.00 | 2,973.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1710 | PILES-STEEL HP12X53 | 08046 | LF | 477.00 | 477.000 | 503.520 | 503.520 | 46.00 | 23,161.92 | |||
| 1715 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 108.00 | 1,512.00 | |||
| 1720 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 24.00 | 24.000 | 24.000 | 24.000 | 1,429.00 | 34,296.00 | |||
| 1725 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 1,958.00 | 1,958.000 | 1,958.000 | 1,958.000 | 422.00 | 826,276.00 | |||
| 1730 | RAIL SYSTEM TYPE III | 21532ED | LF | 986.00 | 986.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 1735 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 276.00 | 276.000 | 384.460 | 384.460 | 68.00 | 26,143.28 | |||
| 1740 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 139.00 | 139.000 | 211.620 | 211.620 | 19.00 | 4,020.78 | |||
| 1745 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 152.00 | 152.000 | 25.370 | 25.370 | 60.00 | 1,522.20 | |||
| 1750 | SOUNDINGS | 21084ED | LF | 34.00 | 34.000 | 34.200 | 34.200 | 30.00 | 1,026.00 | |||
| 1755 | ROCK CORINGS | 20746ED | LF | 44.00 | 44.000 | 59.200 | 59.200 | 78.00 | 4,617.60 | |||
| 1760 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 1,706.00 | 1,706.000 | 1,695.540 | 1,695.540 | 4.00 | 6,782.16 | |||
| 1765 | ELASTICIZED EPS (10" THICKNESS) | 24595EN | SQYD | 136.00 | 136.000 | 67.560 | 67.560 | 115.00 | 7,769.40 | |||
| 1770 | TEST PILES | 08033 | LF | 83.00 | 83.000 | 83.750 | 83.750 | 46.00 | 3,852.50 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0011 BRIDGE- NO. 27781 - KY 30 OVER MILLS BR & KY 1071 STA 429+44 | |||||||
| 1775 | CONCRETE-CLASS A | 08100 | CUYD | 309.00 | 309.000 | 286.680 | 286.680 | 433.00 | 124,132.44 | |||
| 1780 | CONCRETE-CLASS AA | 08104 | CUYD | 490.00 | 490.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
| 1785 | STEEL REINFORCEMENT | 08150 | LB | 67,171.00 | 67,171.000 | 60,793.950 | 60,793.950 | 1.11 | 67,481.28 | |||
| 1790 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 156,879.00 | 156,879.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 1795 | MASONRY COATING | 02998 | SQYD | 2,247.00 | 2,247.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1800 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1805 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 609.00 | 609.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 1810 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 318.00 | 318.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 1815 | TEST PILES | 08033 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 1820 | PILES-STEEL HP14X89 | 08051 | LF | 703.00 | 703.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 1825 | PILE POINTS-14 IN | 08095 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1830 | PRECAST PC I BEAM-HN 72-49 | 24582EN | LF | 1,314.00 | 1,314.000 | 0.000 | 0.000 | 434.00 | 0.00 | |||
| 1835 | RAIL SYSTEM TYPE III | 21532ED | LF | 663.00 | 663.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 1840 | ROCK SOUNDINGS | 20745ED | LF | 77.00 | 77.000 | 67.400 | 67.400 | 78.00 | 5,257.20 | |||
| 1845 | ROCK CORINGS | 20746ED | LF | 156.00 | 156.000 | 167.700 | 167.700 | 30.00 | 5,031.00 | |||
| 1850 | DRILLED SHAFT-72 IN-ROCK | 22885EN | LF | 88.00 | 88.000 | 88.000 | 88.000 | 1,841.00 | 162,008.00 | |||
| 1855 | DRILLED SHAFT-78 IN COMMON | 24001EC | LF | 66.00 | 66.000 | 68.700 | 68.700 | 1,751.00 | 120,293.70 | |||
| 1860 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 829.00 | 829.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1865 | ELASTICIZED EPS (10" THICKNESS) | 24595EN | SQYD | 46.00 | 46.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 1870 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 232.00 | 232.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0012 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1875 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,206,500.00 | 1,206,500.00 | |||
| 1880 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 362,000.00 | 0.00 | |||
| Project | DE05500301944 | Fed/State Project Number | STP 0302(025) | Category | 0013 TRAINEES | |||||||
| 1885 | TRAINEE PAYMENT REIMBURSEMENT (1 GROUP 2, 3 OR 4 OPERATOR) | 02742 | HOUR | 1,400.00 | 1,400.000 | 40.000 | 1,334.000 | 1,374.000 | 1.00 | 40.00 | 1,374.00 | |
| SUBTOT | $3,092.66 |
$17,489,828.72 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1490-1-0I |
I BEAM TYP 6 | LF |
924.70 | 0008 | $260.500000 | $228,840.13 | ||||||
1725-1-0I |
I BEAM TYP 6 | LF |
1,958.00 | 0008 | $255.090000 | $474,492.91 | ||||||
1830-1-0I |
I BEAM, TYPE 7 | LF |
1,314.00 | 0008 | $262.730000 | $327,965.86 | ||||||
0965-1-0I |
GDRAIL GALV AW .109 | LF |
28,550.00 | 0011 | $11.766000 | $319,123.34 | ||||||
0965-1-0A |
GDRAIL GALV AW .109 | LF |
50.00 | 0028 | $11.766000 | $-558.89 | ||||||
1725-1-0A |
I BEAM TYP 6 | LF |
1,958.00 | 0028 | $255.090000 | $-474,492.91 | ||||||
| SUBTOT | $875,370.44 |
|||||||||||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 46,289.00 | 46,289.000 | 0.000 | 0.000 | 26.65 | 0.00 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 101,289.00 | 101,289.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 750.00 | 750.000 | 100.790 | 424.560 | 525.350 | 24.24 | 2,443.14 | 12,734.48 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 342.00 | 342.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 42.00 | 42.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,510.00 | 8,510.000 | 0.000 | 0.000 | 77.85 | 0.00 | |||
| 0035 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 15,711.00 | 15,711.000 | 0.000 | 0.000 | 81.45 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 7,032.00 | 7,032.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 77.00 | 77.000 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 101.00 | 101.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 0055 | CEMENT | 02542 | TON | 1,932.00 | 1,932.000 | 0.000 | 0.000 | 188.00 | 0.00 | |||
| 0060 | SAND FOR BLOTTER | 02702 | TON | 254.00 | 254.000 | 0.000 | 0.000 | 49.50 | 0.00 | |||
| 0065 | JOINT ADHESIVE | 20071EC | LF | 59,885.00 | 59,885.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0070 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 31,253.00 | 31,253.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0075 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,734,882.00 | 1,734,882.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 0080 | HMA ELECTRONIC DELIVERY MGMT SYSTEM OWSLEY | 24986EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,500.00 | 0.00 | |||
| 0085 | LEVELING & WEDGING PG64-22 | 00190 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 99.75 | 0.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0002 ROADWAY | |||||||
| 0090 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 30.84 | 0.00 | |||
| 0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 22,451.00 | 22,451.000 | 2,271.650 | 10,649.290 | 12,920.940 | 21.69 | 49,272.08 | 280,255.18 | |
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 2,623.00 | 2,623.000 | 0.000 | 0.000 | 10.85 | 0.00 | |||
| 0105 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 781.00 | 781.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0110 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0115 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0125 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0130 | REMOVE PIPE | 01310 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 18.26 | 0.00 | |||
| 0135 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0140 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 262.00 | 262.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0145 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0150 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 16.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 0155 | REMOVE PAVEMENT | 02091 | SQYD | 1,727.00 | 1,727.000 | 0.000 | 0.000 | 3.24 | 0.00 | |||
| 0160 | TEMP DITCH | 02159 | LF | 9,018.00 | 9,018.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0165 | CLEAN TEMP DITCH | 02160 | LF | 4,509.00 | 4,509.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0170 | ROADWAY EXCAVATION | 02200 | CUYD | 1,854,894.00 | 1,854,894.000 | 101,189.630 | 667,560.000 | 768,749.630 | 3.00 | 303,568.89 | 2,306,248.89 | |
| 0175 | WATER | 02242 | MGAL | 7.00 | 7.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0180 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 20,575.00 | 20,575.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0185 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0190 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0195 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0200 | REMOVE & RESET GUARDRAIL | 02383 | LF | 475.00 | 475.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0205 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0210 | REMOVE STONE MASONRY | 02402 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0215 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 254.00 | 254.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0220 | WITNESS POST | 02432 | EACH | 254.00 | 254.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0225 | PLUG WATER WELL | 02475 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0230 | CHANNEL LINING CLASS IV (REVISED: 8-20-19) | 02488 | CUYD | 22,640.00 | 22,640.000 | 1,786.640 | 14,779.660 | 16,566.300 | 8.70 | 15,543.76 | 144,126.81 | |
| 0235 | CLEARING AND GRUBBING 174 ACRES-OWSLEY | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 230,000.00 | 230,000.00 | |||
| 0240 | CONCRETE-CLASS B | 02555 | CUYD | 358.00 | 358.000 | 8.000 | 37.000 | 45.000 | 295.00 | 2,360.00 | 13,275.00 | |
| 0245 | TEMPORARY SIGNS | 02562 | SQFT | 2,100.00 | 2,100.000 | 627.500 | 627.500 | 14.84 | 9,312.10 | |||
| 0250 | EDGE KEY | 02585 | LF | 303.00 | 303.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0255 | FABRIC-GEOTEXTILE TYPE I (FOR CONST. ENTR.) | 02596 | SQYD | 360.00 | 360.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0260 | FABRIC-GEOTEXTILE TYPE IV (GEOTECH NOTE 14, 16 & 21) | 02599 | SQYD | 16,600.00 | 16,600.000 | 1,840.250 | 8,111.139 | 9,951.389 | 1.33 | 2,447.53 | 13,235.34 | |
| 0265 | FABRIC GEOTEXTILE TY IV FOR PIPE (REVISED: 8-20-19) | 02600 | SQYD | 13,079.00 | 13,079.000 | 214.610 | 7,014.928 | 7,229.538 | 2.00 | 429.22 | 14,459.07 | |
| 0270 | MAINTAIN & CONTROL TRAFFIC OWSLEY | 02650 | LS | 1.00 | 1.000 | 0.458 | 0.458 | 26,000.00 | 11,908.00 | |||
| 0275 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,900.00 | 0.00 | |||
| 0280 | MOBILIZATION FOR MILL & TEXT OWSLEY | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0285 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 114.00 | 114.000 | 0.000 | 0.000 | 28.45 | 0.00 | |||
| 0290 | SHOULDER RUMBLE STRIPS | 02696 | LF | 36,079.00 | 36,079.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0295 | TEMP SILT FENCE | 02701 | LF | 9,018.00 | 9,018.000 | 2,773.000 | 2,773.000 | 2.16 | 5,989.68 | |||
| 0300 | SILT TRAP TYPE A | 02703 | EACH | 164.00 | 164.000 | 4.000 | 4.000 | 50.00 | 200.00 | |||
| 0305 | SILT TRAP TYPE B | 02704 | EACH | 164.00 | 164.000 | 9.000 | 9.000 | 125.00 | 1,125.00 | |||
| 0310 | SILT TRAP TYPE C | 02705 | EACH | 164.00 | 164.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0315 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 164.00 | 164.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 164.00 | 164.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0325 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 164.00 | 164.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0330 | STAKING OWSLEY | 02726 | LS | 1.00 | 1.000 | 0.458 | 0.458 | 55,000.00 | 25,190.00 | |||
| 0335 | CLEAN PIPE STRUCTURE | 03262 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 279,709.00 | 279,709.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0345 | TEMP MULCH | 05952 | SQYD | 526,555.00 | 526,555.000 | 21,509.667 | 21,509.667 | 0.12 | 2,581.16 | |||
| 0350 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 394,917.00 | 394,917.000 | 35,031.667 | 35,031.667 | 0.14 | 4,904.43 | |||
| 0355 | INITIAL FERTILIZER | 05963 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0360 | MAINTENANCE FERTILIZER | 05964 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0365 | SEEDING AND PROTECTION | 05985 | SQYD | 571,813.00 | 571,813.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0370 | AGRICULTURAL LIMESTONE | 05992 | TON | 526.00 | 526.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0375 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 336.00 | 336.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0380 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 32.00 | 32.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0385 | STEEL POST TYPE 1 | 06410 | LF | 783.00 | 783.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0390 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.46 | 0.460 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0395 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 41,842.00 | 41,842.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0400 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 71,520.00 | 71,520.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0405 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 20,921.00 | 20,921.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 148.00 | 148.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0415 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 885.00 | 885.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0420 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0425 | G SERVICE LONG SIDE 3/4 INCH | 16034 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0430 | FUEL ADJUSTMENT | 10020NS | DOLL | 403,989.00 | 403,989.000 | -26,623.040 | -19,411.590 | -46,034.630 | 1.00 | -26,623.04 | -46,034.63 | |
| 0435 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 122,187.00 | 122,187.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0445 | CENTERLINE RUMBLE STRIPS-12 IN | 23821EC | LF | 18,145.00 | 18,145.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0450 | INLAID PAVEMENT MARKER | 24489EC | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0455 | INLAID PAVEMENT MARKER | 24489EC | EACH | 308.00 | 308.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0460 | BARCODE SIGN INVENTORY | 24631EC | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0465 | PIPELINE INSPECTION | 24814EC | LF | 3,765.00 | 3,765.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0470 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0475 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 38,057.00 | 38,057.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0480 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 33,463.00 | 33,463.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0003 DRAINAGE | |||||||
| 0485 | CULVERT PIPE-18 IN | 00462 | LF | 377.00 | 377.000 | 0.000 | 0.000 | 79.35 | 0.00 | |||
| 0490 | CULVERT PIPE-24 IN | 00464 | LF | 935.00 | 935.000 | 469.000 | 469.000 | 78.28 | 36,713.32 | |||
| 0495 | CULVERT PIPE-30 IN (REVISED: 8-20-19) | 00466 | LF | 523.00 | 523.000 | 111.000 | 276.000 | 387.000 | 109.61 | 12,166.71 | 42,419.07 | |
| 0500 | CULVERT PIPE-36 IN (REVISED: 8-20-19) | 00468 | LF | 1,014.00 | 1,014.000 | 462.000 | 462.000 | 133.54 | 61,695.48 | |||
| 0505 | CULVERT PIPE-42 IN (REVISED: 8-20-19) | 00469 | LF | 766.00 | 766.000 | 766.000 | 766.000 | 172.61 | 132,219.26 | |||
| 0510 | CULVERT PIPE-48 IN (REVISED: 8-20-19) | 00470 | LF | 174.00 | 174.000 | 0.000 | 0.000 | 152.17 | 0.00 | |||
| 0515 | ENTRANCE PIPE-15 IN | 00440 | LF | 151.00 | 151.000 | 0.000 | 0.000 | 46.67 | 0.00 | |||
| 0520 | ENTRANCE PIPE-18 IN | 00441 | LF | 155.00 | 155.000 | 0.000 | 0.000 | 48.09 | 0.00 | |||
| 0525 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| 0530 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0535 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0540 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0545 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0550 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0555 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 11.00 | 11.000 | 2.000 | 3.000 | 5.000 | 950.00 | 1,900.00 | 4,750.00 | |
| 0560 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 4.000 | 1,750.00 | 3,500.00 | 7,000.00 | |
| 0565 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 4.000 | 1,800.00 | 3,600.00 | 7,200.00 | |
| 0570 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 4.000 | 2,150.00 | 4,300.00 | 8,600.00 | |
| 0575 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0004 BRIDGE- NO. 27781 - KY 30 OVER MILLS BR & KY 1071 STA 429+44 | |||||||
| 0580 | CONCRETE-CLASS A | 08100 | CUYD | 32.00 | 32.000 | 0.000 | 0.000 | 433.00 | 0.00 | |||
| 0585 | CONCRETE-CLASS AA | 08104 | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 490.00 | 0.00 | |||
| 0590 | STEEL REINFORCEMENT | 08150 | LB | 7,594.00 | 7,594.000 | 0.000 | 0.000 | 1.11 | 0.00 | |||
| 0595 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 53,892.00 | 53,892.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0600 | MASONRY COATING | 02998 | SQYD | 586.00 | 586.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0605 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0610 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 221.00 | 221.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0615 | TEST PILES | 08033 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 0620 | PILES-STEEL HP14X89 | 08051 | LF | 245.00 | 245.000 | 0.000 | 0.000 | 67.00 | 0.00 | |||
| 0625 | PILE POINTS-14 IN | 08095 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0630 | PRECAST PC I BEAM-HN 72-49 | 24582EN | LF | 446.00 | 446.000 | 0.000 | 0.000 | 434.00 | 0.00 | |||
| 0635 | RAIL SYSTEM TYPE III | 21532ED | LF | 225.00 | 225.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0640 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 955.00 | 955.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0645 | ELASTICIZED EPS (10" THICKNESS) | 24595EN | SQYD | 51.00 | 51.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0650 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 261.00 | 261.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0005 BRIDGE- NO. 27782 - 6' X 6' RCBC STA 444+45 | |||||||
| 0655 | CONCRETE-CLASS A | 08100 | CUYD | 673.80 | 673.800 | 673.800 | 673.800 | 448.00 | 301,862.40 | |||
| 0660 | STEEL REINFORCEMENT | 08150 | LB | 71,765.00 | 71,765.000 | 71,765.000 | 71,765.000 | 1.00 | 71,765.00 | |||
| 0665 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0670 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 150.80 | 150.800 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0006 BRIDGE- NO. 27783 - 8' X 7' RCBC STA 555+40 | |||||||
| 0675 | CONCRETE-CLASS A | 08100 | CUYD | 1,263.40 | 1,263.400 | 1,263.400 | 1,263.400 | 372.00 | 469,984.80 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 103,258.00 | 103,258.000 | 103,258.000 | 103,258.000 | 1.00 | 103,258.00 | |||
| 0685 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0690 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 888.00 | 888.000 | 109.360 | 109.360 | 8.00 | 874.88 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0007 BRIDGE- NO. 27784 - 8' X 6' RCBC STA 595+00 | |||||||
| 0695 | CONCRETE-CLASS A | 08100 | CUYD | 428.00 | 428.000 | 428.000 | 428.000 | 460.00 | 196,880.00 | |||
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 50,009.00 | 50,009.000 | 50,009.000 | 50,009.000 | 1.00 | 50,009.00 | |||
| 0705 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0008 WATERLINE | |||||||
| 0710 | W PIPE PVC 06 INCH | 14059 | LF | 955.00 | 955.000 | 1,024.000 | 1,024.000 | 22.00 | 22,528.00 | |||
| 0715 | W PIPE PVC 04 INCH | 14058 | LF | 2,420.00 | 2,420.000 | 2,613.000 | 2,613.000 | 19.00 | 49,647.00 | |||
| 0720 | W PIPE PVC 02 INCH | 14056 | LF | 2,150.00 | 2,150.000 | 1,768.000 | 1,768.000 | 17.00 | 30,056.00 | |||
| 0725 | W DIRECTIONAL BORE | 14004 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 112.00 | 20,160.00 | |||
| 0730 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 585.00 | 585.000 | 575.000 | 575.000 | 78.00 | 44,850.00 | |||
| 0735 | W FLUSH HYDRANT ASSEMBLY TYPE 1 | 14022 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,530.00 | 0.00 | |||
| 0740 | W FLUSH HYDRANT ASSEMBLY TYPE 3 | 14022 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,480.00 | 10,440.00 | |||
| 0745 | W VALVE 06 INCH | 14105 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,310.00 | 2,620.00 | |||
| 0750 | W VALVE 04 INCH | 14104 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,105.00 | 5,525.00 | |||
| 0755 | W VALVE 02 INCH | 14102 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| 0760 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,810.00 | 8,430.00 | |||
| 0765 | W TIE-IN 04 INCH | 14093 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,925.00 | 17,550.00 | |||
| 0770 | W TIE-IN 02 INCH | 14091 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,950.00 | 2,950.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0775 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,206,500.00 | 1,206,500.00 | |||
| 0780 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 362,000.00 | 0.00 | |||
| Project | DE09500301944 | Fed/State Project Number | STP 0302(025) | Category | 0010 TRAINEES | |||||||
| 0785 | TRAINEE PAYMENT REIMBURSEMENT (1 GROUP 2,3 OR 4 OPERATOR) | 02742 | HOUR | 1,400.00 | 1,400.000 | 388.500 | 388.500 | 1.00 | 388.50 | |||
| SUBTOT | $374,908.31 |
$23,456,014.97 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0630-1-0I |
I BEAM, TYPE 7 | LF |
446.00 | 0008 | $262.730000 | $111,318.70 | ||||||
0180-1-0I |
GDRAIL GALV AW .109 | LF |
20,575.00 | 0011 | $11.766000 | $229,981.17 | ||||||
| SUBTOT | $341,299.87 |
|||||||||||