|
Report_Id: 181239 Est NO 0038 |
Date:11/27/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181239 | Estimate Number | 0038 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Shields, Austin C. | ||||||
| Contractor | L-M ASPHALT DBA ATS CONST J/V NALLY & GIBSON GEORGETOWN LLC | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/21/2021 TO 11/17/2023 | ||||||
| Date Approved | 11/26/2023 | ||||||
| Primary Proj Number | DE10504601839 | ||||||
| Project No. | STP 4601 (048), STP 4601 (048), STP 4601 (048) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | GEORGETOWN NORTHWEST BYPASS (US 460) | ||||||
| Description | GEORGETOWN NORTHWEST BYPASS: IMPROVE CONNECTIVITY & MOBILITY AROUND GEORGETOWN FROM KY 32 TO I-75 | ||||||
| Date Let | 12/07/2018 | Formal Acceptance | |||||
| Date Awarded | 12/13/2018 | Date Work Began | 02/14/2019 | ||||
| Date Contract Executed | 01/16/2019 | Open To Traffic | |||||
| Date NTP Issued | 01/16/2019 | Actual Completion Date | |||||
| Current Contract Amount | $13,947,615.86 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,965,065.48 |
Total Earnings | $12,782,922.04 |
$12,686,446.04 |
$96,476.00 |
|
| Percent Complete | 91.65 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,164,693.82 |
Gross Earnings | $12,782,922.04 |
$12,686,446.04 |
$96,476.00 |
|
| Total Change Orders | $982,550.38 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,782,922.04 |
$12,686,446.04 |
$96,476.00 |
|||
| Contract Id | 181239 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0038 | Project Number | STP 4601 (048), STP 4601 (048), STP 4601 (048) | |||||||
| Contractor | L-M ASPHALT DBA ATS CONST J/V NALLY & GIBSON GEORGETOWN LLC | Period | 08/21/2021 TO 11/17/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Asphalt mix change | Approved | 08/22/2019 | $95,828.15 | 0.0 | |||||
| 002 | Fuel Adjustment Override | Approved | 07/19/2019 | $0.00 | 0.0 | |||||
| 003 | Asphalt Adjustment Override | Approved | 07/19/2019 | $0.00 | 0.0 | |||||
| 005 | 6" Waterline Tie-in Addition near KY 32 | Approved | 10/23/2019 | $5,051.20 | 0.0 | |||||
| 006 | Glass and Hughes Property ROW Agreements | Approved | 01/09/2020 | $167,721.06 | 0.0 | |||||
| 007 | Domestic Water Service Replacements | Approved | 06/12/2020 | $38,528.75 | 3.0 | |||||
| 008 | Roundabout KY 32 and Georgetown Bypass | Approved | 10/23/2020 | $675,421.22 | 38.0 | |||||
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 | 181239 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE10504601839 | ||||||
| Estimate Nbr | 0038 | Period | 08/21/2021 TO 11/17/2023 | |||||||
| Contractor | L-M ASPHALT DBA ATS CONST J/V NALLY & GIBSON GEORGETOWN LLC | |||||||||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | ||||||||
| 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 | |
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0001 PAVING - ALTERNATE #1 - ASPHALT | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 54,028.00 | 54,028.000 | 62,450.710 | 62,450.710 | 18.80 | 1,174,073.34 | |||
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 134,006.00 | 134,006.000 | 123,128.150 | 123,128.150 | 2.49 | 306,589.09 | |||
| 0015 | LIME | 00014 | TON | 3,618.00 | 3,618.000 | 3,504.800 | 3,504.800 | 166.00 | 581,796.80 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0025 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8,307.00 | 8,307.000 | 12,130.580 | 12,130.580 | 18.00 | 218,350.44 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 40.00 | 40.000 | 43.730 | 43.730 | 50.00 | 2,186.50 | |||
| 0035 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 5.480 | 5.480 | 800.00 | 4,384.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,923.00 | 1,923.000 | 1,925.860 | 1,925.860 | 60.00 | 115,551.60 | |||
| 0045 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 10,912.00 | 10,912.000 | 13,674.510 | 13,674.510 | 53.50 | 731,586.28 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 42,152.00 | 42,152.000 | 42,839.240 | 42,839.240 | 53.50 | 2,291,899.34 | |||
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,443.00 | 0.000 | 808.830 | 808.830 | 60.00 | 48,529.80 | |||
| 0060 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,806.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 103.00 | 103.000 | 36.780 | 36.780 | 10.00 | 367.80 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 268.00 | 268.000 | 115.060 | 115.060 | 550.00 | 63,283.00 | |||
| 0075 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,818.00 | 1,818.000 | 1,813.910 | 1,813.910 | 70.00 | 126,973.70 | |||
| 0080 | ROADWAY EXCAVATION | 02200 | CUYD | 393,717.00 | 393,717.000 | 95.000 | 393,743.730 | 393,838.730 | 3.80 | 361.00 | 1,496,587.17 | |
| 0085 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 24,928.00 | 24,928.000 | 18,983.940 | 18,983.940 | 1.50 | 28,475.91 | |||
| 0090 | SAND FOR BLOTTER | 02702 | TON | 335.00 | 335.000 | 295.750 | 295.750 | 45.00 | 13,308.75 | |||
| 0095 | PAVEMENT ADJUSTMENT | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 551,834.00 | 0.00 | |||
| 0100 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 54,028.00 | 54,028.000 | 44,602.540 | 44,602.540 | 0.37 | 16,502.93 | |||
| 0105 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 63,313.00 | 63,313.000 | 48,837.990 | 48,837.990 | 1.25 | 61,047.48 | |||
| 0110 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 16,564.00 | 16,564.000 | 16,564.000 | 16,564.000 | 0.01 | 165.64 | |||
| 0115 | INTELLIGENT COMPACTION FOR SOIL | 24779EC | CUYD | 340,512.00 | 340,512.000 | 319,866.790 | 319,866.790 | 0.06 | 19,192.00 | |||
| 8000 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 0.00 | 3,443.000 | 3,017.260 | 3,017.260 | 69.35 | 209,246.98 | |||
| 8001 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 0.00 | 6,806.000 | 7,444.310 | 7,444.310 | 69.35 | 516,262.89 | |||
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -26,555.860 | -26,555.860 | 1.00 | -26,555.86 | |||
| 8007 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | -186,823.040 | -186,823.040 | 1.00 | -186,823.04 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0003 ROADWAY | |||||||
| 0245 | STANDARD CURB AND GUTTER | 01810 | LF | 308.00 | 308.000 | 317.000 | 317.000 | 40.00 | 12,680.00 | |||
| 0250 | LIP CURB AND GUTTER | 01820 | LF | 18.00 | 18.000 | 18.000 | 18.000 | 40.00 | 720.00 | |||
| 0255 | STANDARD INTEGRAL CURB | 01830 | LF | 470.00 | 470.000 | 707.000 | 707.000 | 21.00 | 14,847.00 | |||
| 0260 | STANDARD HEADER CURB | 01875 | LF | 226.00 | 226.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0265 | BARRIER HEADER CURB | 01880 | LF | 101.00 | 101.000 | 100.000 | 100.000 | 40.00 | 4,000.00 | |||
| 0270 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 58.00 | 58.000 | 69.000 | 69.000 | 8.10 | 558.90 | |||
| 0275 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0280 | REMOVE PAVEMENT | 02091 | SQYD | 3,640.00 | 3,640.000 | 666.000 | 3,639.830 | 4,305.830 | 7.50 | 4,995.00 | 32,293.72 | |
| 0285 | TEMP DITCH | 02159 | LF | 27,500.00 | 27,500.000 | 1,280.000 | 1,280.000 | 0.25 | 320.00 | |||
| 0290 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0295 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,425.00 | 3,425.000 | 3,262.500 | 3,262.500 | 17.30 | 56,441.25 | |||
| 0300 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 51.00 | 102.00 | |||
| 0305 | REMOVE GUARDRAIL | 02381 | LF | 1,000.00 | 1,000.000 | 825.000 | 825.000 | 2.05 | 1,691.25 | |||
| 0310 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0315 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 166.00 | 166.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0320 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0325 | CHANNEL LINING CLASS II | 02483 | TON | 6,142.00 | 6,142.000 | 4,359.830 | 4,359.830 | 32.00 | 139,514.56 | |||
| 0330 | CHANNEL LINING CLASS III | 02484 | TON | 4,712.00 | 4,712.000 | 4,349.300 | 4,349.300 | 36.00 | 156,574.80 | |||
| 0335 | CLEARING AND GRUBBING (APPROXIMATELY 186 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 180,000.00 | 180,000.00 | |||
| 0340 | TEMPORARY SIGNS | 02562 | SQFT | 624.00 | 624.000 | 756.500 | 756.500 | 10.00 | 7,565.00 | |||
| 0345 | EDGE KEY | 02585 | LF | 288.00 | 288.000 | 281.000 | 281.000 | 5.00 | 1,405.00 | |||
| 0350 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 11,141.00 | 11,141.000 | 0.000 | 0.000 | 1.86 | 0.00 | |||
| 0355 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 9,521.00 | 9,521.000 | 3,981.180 | 3,981.180 | 2.00 | 7,962.36 | |||
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 58,725.00 | 46,980.00 | |||
| 0365 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0370 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0375 | TEMP SILT FENCE | 02701 | LF | 27,500.00 | 27,500.000 | 7,634.000 | 7,634.000 | 2.95 | 22,520.30 | |||
| 0380 | SILT TRAP TYPE A | 02703 | EACH | 186.00 | 186.000 | 47.000 | 47.000 | 0.01 | 0.47 | |||
| 0385 | SILT TRAP TYPE B | 02704 | EACH | 186.00 | 186.000 | 259.000 | 259.000 | 0.01 | 2.59 | |||
| 0390 | SILT TRAP TYPE C | 02705 | EACH | 186.00 | 186.000 | 1.000 | 1.000 | 0.01 | 0.01 | |||
| 0395 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 558.00 | 558.000 | 25.000 | 25.000 | 0.01 | 0.25 | |||
| 0400 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 558.00 | 558.000 | 398.000 | 398.000 | 0.01 | 3.98 | |||
| 0405 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 558.00 | 558.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0410 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 95,000.00 | 90,250.00 | |||
| 0415 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0420 | STEEL PIPE-4 IN | 03343 | LF | 265.00 | 265.000 | 265.000 | 265.000 | 27.29 | 7,231.85 | |||
| 0425 | EROSION CONTROL BLANKET | 05950 | SQYD | 38,906.00 | 38,906.000 | 42,809.000 | 42,809.000 | 1.05 | 44,949.45 | |||
| 0430 | TEMP MULCH | 05952 | SQYD | 900,240.00 | 900,240.000 | 132,591.440 | 132,591.440 | 0.10 | 13,259.14 | |||
| 0435 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 76,591.00 | 76,591.000 | 172,197.780 | 172,197.780 | 0.15 | 25,829.66 | |||
| 0440 | INITIAL FERTILIZER | 05963 | TON | 9.50 | 9.500 | 9.000 | 9.000 | 715.00 | 6,435.00 | |||
| 0445 | MAINTENANCE FERTILIZER | 05964 | TON | 13.98 | 13.980 | 9.390 | 9.390 | 715.00 | 6,713.85 | |||
| 0450 | SEEDING AND PROTECTION | 05985 | SQYD | 270,081.00 | 270,081.000 | 331,785.000 | 331,785.000 | 0.38 | 126,078.30 | |||
| 0455 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 34,330.00 | 34,330.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0460 | AGRICULTURAL LIMESTONE | 05992 | TON | 188.70 | 188.700 | 28.120 | 28.120 | 76.50 | 2,151.18 | |||
| 0465 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,000.00 | 30,000.000 | 25,974.000 | 25,974.000 | 0.17 | 4,415.58 | |||
| 0470 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 111,340.00 | 111,340.000 | 115,214.000 | 115,214.000 | 0.14 | 16,129.96 | |||
| 0475 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 260.00 | 260.000 | 202.000 | 202.000 | 11.50 | 2,323.00 | |||
| 0480 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 190.00 | 190.000 | 1,255.000 | 1,255.000 | 4.25 | 5,333.75 | |||
| 0485 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 55.00 | 55.000 | 37.000 | 37.000 | 115.00 | 4,255.00 | |||
| 0490 | DRY-LAID ROCK FENCE | 20063EN9T | LF | 1,048.00 | 1,048.000 | 1,048.000 | 1,048.000 | 160.00 | 167,680.00 | |||
| 0495 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 46,151.00 | 46,151.000 | 45,287.000 | 45,287.000 | 0.15 | 6,793.05 | |||
| 0500 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 25,073.00 | 25,073.000 | 19,863.000 | 19,863.000 | 0.15 | 2,979.45 | |||
| 0505 | SAWCUT PAVEMENT | 20550ND | LF | 5,544.00 | 5,544.000 | 355.000 | 355.000 | 1.00 | 355.00 | |||
| 0510 | LONGITUDINAL EDGE KEY | 21289ED | LF | 5,284.00 | 5,284.000 | 413.000 | 413.000 | 2.00 | 826.00 | |||
| 0515 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 325.00 | 975.00 | |||
| 0520 | REMOVE MOUNTABLE MEDIAN | 23623EC | SQYD | 241.00 | 241.000 | 214.000 | 214.000 | 14.05 | 3,006.70 | |||
| 0525 | DRY-LAID ROCK FENCE (DISMANTLE & STOCKPILE) | 24491ED | LF | 1,064.00 | 1,064.000 | 1,064.000 | 1,064.000 | 25.00 | 26,600.00 | |||
| 0530 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 500.00 | 500.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 1115 | GRANULAR EMBANKMENT (ADDED: 11-30-18) | 02223 | CUYD | 12,500.00 | 12,500.000 | 12,500.000 | 12,500.000 | 12.77 | 159,625.00 | |||
| 1120 | FILL AND CAP SINKHOLE (ADDED: 11-30-18) | 02471 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 1125 | FABRIC-GEOTEXTILE TYPE IV (ADDED: 11-30-18) | 02599 | SQYD | 27,000.00 | 27,000.000 | 26,719.870 | 26,719.870 | 1.50 | 40,079.80 | |||
| 8006 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8008 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0004 DRAINAGE | |||||||
| 0535 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 126.00 | 126.000 | 248.780 | 248.780 | 50.00 | 12,439.00 | |||
| 0540 | ENTRANCE PIPE-15 IN | 00440 | LF | 637.00 | 637.000 | 604.000 | 604.000 | 40.00 | 24,160.00 | |||
| 0545 | ENTRANCE PIPE-18 IN | 00441 | LF | 277.00 | 277.000 | 277.000 | 277.000 | 42.00 | 11,634.00 | |||
| 0550 | ENTRANCE PIPE-24 IN | 00443 | LF | 336.00 | 426.000 | 426.000 | 426.000 | 60.00 | 25,560.00 | |||
| 0555 | ENTRANCE PIPE-30 IN | 00445 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 70.00 | 4,200.00 | |||
| 0560 | CULVERT PIPE-18 IN | 00462 | LF | 285.00 | 285.000 | 317.000 | 317.000 | 48.00 | 15,216.00 | |||
| 0565 | CULVERT PIPE-24 IN (REVISED: 11-30-18) | 00464 | LF | 616.00 | 616.000 | 480.000 | 480.000 | 65.00 | 31,200.00 | |||
| 0570 | CULVERT PIPE-30 IN | 00466 | LF | 252.00 | 252.000 | 252.000 | 252.000 | 80.00 | 20,160.00 | |||
| 0575 | CULVERT PIPE-36 IN | 00468 | LF | 582.00 | 582.000 | 587.000 | 587.000 | 120.00 | 70,440.00 | |||
| 0580 | CULVERT PIPE-48 IN | 00470 | LF | 163.00 | 163.000 | 163.000 | 163.000 | 160.00 | 26,080.00 | |||
| 0585 | CULVERT PIPE-60 IN | 00472 | LF | 232.00 | 232.000 | 232.000 | 232.000 | 240.00 | 55,680.00 | |||
| 0590 | PERFORATED PIPE-4 IN | 01000 | LF | 3,581.00 | 3,581.000 | 3,890.000 | 3,890.000 | 7.00 | 27,230.00 | |||
| 0595 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 35,152.00 | 35,152.000 | 38,037.000 | 38,037.000 | 4.20 | 159,755.40 | |||
| 0600 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 5,025.00 | 5,025.000 | 4,605.000 | 4,605.000 | 8.00 | 36,840.00 | |||
| 0605 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 59.00 | 59.000 | 50.000 | 50.000 | 525.00 | 26,250.00 | |||
| 0610 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 67.00 | 67.000 | 54.000 | 54.000 | 500.00 | 27,000.00 | |||
| 0615 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 0620 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 1,400.00 | 14,000.00 | |||
| 0625 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,700.00 | 5,100.00 | |||
| 0630 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,000.00 | 16,000.00 | |||
| 0635 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0640 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,000.00 | 18,000.00 | |||
| 0645 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0650 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 0655 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0660 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 3,100.00 | 3,100.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0665 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0670 | PIPELINE INSPECTION | 24814EC | LF | 2,186.00 | 2,186.000 | 4,372.000 | 4,372.000 | 2.30 | 10,055.60 | |||
| 1130 | BORE AND JACK PIPE-24 IN (ADDED: 11-30-18) | 21799EN | LF | 56.00 | 56.000 | 56.000 | 56.000 | 425.00 | 23,800.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0005 BRIDGE - CULVERT #1 - STA.321+42 - DWG. 27793 | |||||||
| 0675 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 8.640 | 8.640 | 85.00 | 734.40 | |||
| 0680 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,700.00 | 6,700.00 | |||
| 0685 | CONCRETE-CLASS A | 08100 | CUYD | 139.30 | 139.300 | 139.300 | 139.300 | 504.00 | 70,207.20 | |||
| 0690 | STEEL REINFORCEMENT | 08150 | LB | 8,931.00 | 8,931.000 | 8,931.000 | 8,931.000 | 1.00 | 8,931.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0006 BRIDGE - CULVERT #2 - STA. 145+11 - DWG. 27792 | |||||||
| 0695 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 10.470 | 10.470 | 85.00 | 889.95 | |||
| 0700 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0705 | CONCRETE-CLASS A | 08100 | CUYD | 326.90 | 326.900 | 326.900 | 326.900 | 504.00 | 164,757.60 | |||
| 0710 | STEEL REINFORCEMENT | 08150 | LB | 34,443.00 | 34,443.000 | 34,442.120 | 34,442.120 | 1.00 | 34,442.12 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0007 BRIDGE - CULVERT #3 - STA. 5+83.00 - DWG. 27797 | |||||||
| 0715 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 12.200 | 12.200 | 85.00 | 1,037.00 | |||
| 0720 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0725 | CONCRETE-CLASS A | 08100 | CUYD | 27.00 | 27.000 | 27.000 | 27.000 | 800.00 | 21,600.00 | |||
| 0730 | STEEL REINFORCEMENT | 08150 | LB | 1,912.00 | 1,912.000 | 1,912.000 | 1,912.000 | 1.00 | 1,912.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0008 BRIDGE - CULVERT #4 - STA. 58+79 - DWG. 27802 | |||||||
| 0735 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 6.110 | 6.110 | 85.00 | 519.35 | |||
| 0740 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0745 | CONCRETE-CLASS A | 08100 | CUYD | 592.00 | 592.000 | 592.000 | 592.000 | 392.00 | 232,064.00 | |||
| 0750 | STEEL REINFORCEMENT | 08150 | LB | 49,871.00 | 49,871.000 | 49,871.000 | 49,871.000 | 1.00 | 49,871.00 | |||
| 0755 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0009 SIGNING | |||||||
| 0760 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 638.80 | 638.800 | 240.437 | 240.437 | 13.25 | 3,185.79 | |||
| 0765 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 150.60 | 150.600 | 132.000 | 132.000 | 14.25 | 1,881.00 | |||
| 0770 | STEEL POST TYPE 1 | 06410 | LF | 1,055.00 | 1,055.000 | 419.000 | 419.000 | 7.15 | 2,995.85 | |||
| 0775 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 153.00 | 0.00 | |||
| 0780 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 5.06 | 5.060 | 0.000 | 0.000 | 410.00 | 0.00 | |||
| 0785 | GMSS TYPE D | 21596ND | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0790 | BARCODE SIGN INVENTORY | 24631EC | EACH | 208.00 | 208.000 | 42.000 | 42.000 | 10.20 | 428.40 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0010 SIGNALIZATION | |||||||
| 0795 | CONDUIT-1 IN | 04792 | LF | 110.00 | 110.000 | 130.000 | 130.000 | 5.11 | 664.30 | |||
| 0800 | CONDUIT-2 IN | 04795 | LF | 125.00 | 125.000 | 475.000 | 475.000 | 10.23 | 4,859.25 | |||
| 0805 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 766.98 | 9,203.76 | |||
| 0810 | TRENCHING AND BACKFILLING | 04820 | LF | 1,800.00 | 1,800.000 | 1,368.000 | 1,368.000 | 4.09 | 5,595.12 | |||
| 0815 | LOOP WIRE | 04830 | LF | 4,000.00 | 4,000.000 | 4,038.000 | 4,038.000 | 1.02 | 4,118.76 | |||
| 0820 | CABLE-NO. 14/5C | 04844 | LF | 1,850.00 | 1,850.000 | 1,864.000 | 1,864.000 | 1.38 | 2,572.32 | |||
| 0825 | CABLE-NO. 14/1 PAIR | 04850 | LF | 9,750.00 | 9,750.000 | 8,791.000 | 8,791.000 | 1.38 | 12,131.58 | |||
| 0830 | MESSENGER-10800 LB | 04885 | LF | 600.00 | 600.000 | 600.000 | 600.000 | 5.11 | 3,066.00 | |||
| 0835 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,500.00 | 1,500.000 | 1,813.000 | 1,813.000 | 9.72 | 17,622.36 | |||
| 0840 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,601.86 | 18,407.44 | |||
| 0845 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 178.96 | 0.00 | |||
| 0850 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 357.92 | 4,295.04 | |||
| 0855 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 869.24 | 869.24 | |||
| 0860 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 21.00 | 21.000 | 21.000 | 21.000 | 357.92 | 7,516.32 | |||
| 0865 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 575.00 | 575.000 | 480.000 | 480.000 | 4.60 | 2,208.00 | |||
| 0870 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 1,200.00 | 1,200.000 | 1,511.000 | 1,511.000 | 5.11 | 7,721.21 | |||
| 0875 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,124.09 | 10,124.09 | |||
| 0880 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,556.59 | 0.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0011 LIGHTING | |||||||
| 0885 | POLE 40 FT MTG HT | 04701 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,724.16 | 1,724.16 | |||
| 0890 | BRACKET 15 FT | 04725 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 792.54 | 792.54 | |||
| 0895 | POLE BASE | 04740 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,227.16 | 1,227.16 | |||
| 0900 | TRANSFORMER BASE | 04750 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 536.88 | 536.88 | |||
| 0905 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 21,475.35 | 21,475.35 | |||
| 0910 | FUSED CONNECTOR KIT | 04780 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 81.81 | 490.86 | |||
| 0915 | CONDUIT-2 IN | 04795 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 10.23 | 1,023.00 | |||
| 0920 | TRENCHING AND BACKFILLING | 04820 | LF | 610.00 | 610.000 | 460.000 | 460.000 | 4.09 | 1,881.40 | |||
| 0925 | WIRE-NO. 12 | 04832 | LF | 171.00 | 171.000 | 264.000 | 264.000 | 0.51 | 134.64 | |||
| 0930 | WIRE-NO. 8 | 04833 | LF | 2,400.00 | 2,400.000 | 1,950.000 | 1,950.000 | 1.02 | 1,989.00 | |||
| 0935 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,556.59 | 2,556.59 | |||
| 0940 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 8.000 | 8.000 | 766.98 | 6,135.84 | |||
| 0945 | BORE AND JACK CONDUIT | 21543EN | LF | 100.00 | 100.000 | 100.000 | 100.000 | 30.68 | 3,068.00 | |||
| 0950 | LED LUMINAIRE | 24589ED | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 695.39 | 2,086.17 | |||
| 0955 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 610.00 | 610.000 | 0.000 | 0.000 | 4.60 | 0.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0012 WATERLINE - KENTUCKY AMERICAN WATER | |||||||
| 0960 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 90.00 | 90.000 | 95.000 | 95.000 | 170.00 | 16,150.00 | |||
| 0965 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 430.00 | 430.000 | 450.000 | 450.000 | 240.00 | 108,000.00 | |||
| 0970 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 180.00 | 1,180.000 | 1,180.000 | 1,180.000 | 145.00 | 171,100.00 | |||
| 0975 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 740.00 | 740.000 | 740.000 | 740.000 | 165.00 | 122,100.00 | |||
| 0980 | W FIRE HYDRANT REMOVE | 14021 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,950.00 | 1,950.00 | |||
| 0985 | W REMOVE TRANSITE (AC) PIPE | 14076 | LF | 2,720.00 | 2,720.000 | 1,300.000 | 1,300.000 | 48.95 | 63,635.00 | |||
| 0990 | W AIR RELEASE VALVE 1 INCH INST | 14500 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0995 | W CAP EXISTING MAIN INST | 14503 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,100.00 | 10,500.00 | |||
| 1000 | W FIRE HYDRANT ASSEMBLY INST | 14510 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,845.00 | 5,535.00 | |||
| 1005 | W FLUSH HYDRANT ASSEMBLY INST | 14511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,725.00 | 1,725.00 | |||
| 1010 | W PIPE DUCTILE IRON 04 INCH INST | 14522 | LF | 225.00 | 225.000 | 74.500 | 74.500 | 42.50 | 3,166.25 | |||
| 1015 | W PIPE DUCTILE IRON 06 INCH INST | 14523 | LF | 825.00 | 825.000 | 862.000 | 862.000 | 49.95 | 43,056.90 | |||
| 1020 | W PIPE DUCTILE IRON 08 INCH INST | 14524 | LF | 4,390.00 | 4,390.000 | 4,380.000 | 4,380.000 | 54.45 | 238,491.00 | |||
| 1025 | W TAPPING SLEEVE AND VALVE SIZE 1 INST | 14573 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,150.00 | 10,750.00 | |||
| 1030 | W TIE-IN 04 INCH INST | 14577 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 1035 | W TIE-IN 06 INCH INST | 14578 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 3,250.00 | 9,750.00 | |||
| 1040 | W VALVE 04 INCH INST | 14588 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 1045 | W VALVE 06 INCH INST | 14589 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 1050 | W VALVE 08 INCH INST | 14590 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 335.00 | 335.00 | |||
| 1055 | W VALVE 04 INCH | 14104 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 875.00 | 875.00 | |||
| 1060 | W VALVE 06 INCH | 14105 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 1065 | W VALVE 08 INCH | 14106 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 8002 | W TIE-IN 06 INCH INST | 14578 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,525.60 | 5,051.20 | |||
| 8010 | W SPECIAL ITEM INST Glass Property - To install waterline (see explanations) | 14636 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 17,321.06 | 17,321.06 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0013 WATERLINE - GEORGETOWN MUNICIPAL WATER | |||||||
| 1070 | W FLUSH HYDRANT ASSEMBLY (TYPE 1) | 14022 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,689.26 | 4,689.26 | |||
| 1075 | W PIPE PVC 06 INCH (SDR-21 WATER MAIN)) | 14059 | LF | 500.00 | 500.000 | 500.000 | 500.000 | 56.12 | 28,060.00 | |||
| 1080 | W TAPPING SLEEVE AND VALVE SIZE 2 (6-IN X 6-IN) | 14090 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,582.13 | 5,164.26 | |||
| 1085 | W ENCASEMENT STEEL OPEN CUT RANGE 5 INST (18-IN) | 14508 | LF | 220.00 | 220.000 | 220.000 | 220.000 | 125.00 | 27,500.00 | |||
| 1090 | W PIPE DUCTILE IRON 06 INCH INST (CLASS 350) | 14523 | LF | 250.00 | 250.000 | 250.000 | 250.000 | 65.57 | 16,392.50 | |||
| 1095 | W PLUG EXISTING MAIN INST (CUT & PLUG) | 14561 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 1100 | W ENCASEMENT SPECIAL INST (TYPE B CREEK CROSSING) | 14608 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 100.00 | 3,000.00 | |||
| 8011 | WET TAP 1" and under in size | 23169NN | EACH | 0.00 | 11.000 | 11.000 | 11.000 | 1,312.50 | 14,437.50 | |||
| 8012 | COPPER TUBING Installation of new meter box and setter 1" and under | 24557ED | LF | 0.00 | 381.000 | 381.000 | 381.000 | 23.10 | 8,801.10 | |||
| 8013 | METER BOX Installation of new meter box and setter 1" and under | 24563ED | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 472.50 | 1,890.00 | |||
| 8014 | SERVICE BORE Service bore dirt (1" and under) | 21938EN | LF | 0.00 | 80.000 | 80.000 | 80.000 | 36.75 | 2,940.00 | |||
| 8015 | RECONNECT SERVICE Reconnect newly installed service line to existing meter box | 03437 | EACH | 0.00 | 11.000 | 11.000 | 11.000 | 341.25 | 3,753.75 | |||
| 8016 | EXCAVATION AND BACKFILL Waterline Excavation KY 620 STA 48+50 to 51+00 | 03235 | CUYD | 0.00 | 115.000 | 115.000 | 115.000 | 47.36 | 5,446.40 | |||
| 8017 | W SERVICE RELOCATE Capped 1" Waterline | 14081 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,260.00 | 1,260.00 | |||
| Project | DE10504601839 | Fed/State Project Number | STP 4601 (048) | Category | 0014 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1105 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 443,400.00 | 443,400.00 | |||
| 1110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 195,000.00 | 0.00 | |||
| SUBTOT | $5,356.00 |
$12,191,620.99 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE10504601840 | Fed/State Project Number | STP 4601 (048) | Category | 0015 ROUNDABOUT-FED NON PARTICIPATING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 8018 | CRUSHED STONE BASE Crushed Stone Base | 00003 | TON | 0.00 | 179.000 | 2,062.850 | 2,062.850 | 18.80 | 38,781.58 | |||
| 8020 | CL3 ASPH BASE 1.00D PG64-22 CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 574.000 | 0.000 | 0.000 | 53.50 | 0.00 | |||
| 8022 | MOBILIZATION FOR MILL & TEXT Mobilization for Mill and Text | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8023 | ASPHALT PAVE MILLING & TEXTURING Asphalt Pave Milling and Texturing | 02677 | TON | 0.00 | 135.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8024 | ROADWAY EXCAVATION Roadway Excavation | 02200 | CUYD | 0.00 | 4,431.000 | 3,466.000 | 3,466.000 | 15.00 | 51,990.00 | |||
| 8025 | EMBANKMENT IN PLACE Embankment In Place | 02230 | CUYD | 0.00 | 5,024.000 | 4,556.000 | 468.000 | 5,024.000 | 20.00 | 91,120.00 | 100,480.00 | |
| 8026 | ISLAND CURB AND GUTTER Island Curb and Gutter | 01825 | LF | 0.00 | 2,402.000 | 2,402.000 | 2,402.000 | 37.00 | 88,874.00 | |||
| 8027 | LIP HEADER CURB Lip Header Curb | 01885 | LF | 0.00 | 310.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 8028 | CONCRETE-CLASS B Con. Class B | 02555 | CUYD | 0.00 | 10.830 | 10.830 | 10.830 | 850.00 | 9,205.50 | |||
| 8029 | PAVE MARKING-THERMO CROSS-HATCH Pave Marking Thermo Cross Hatch | 06569 | SQFT | 0.00 | 2,732.000 | 2,845.000 | 2,845.000 | 4.25 | 12,091.25 | |||
| 8030 | PAVE MARKING-THERMO YIELD BAR-36 IN Pave Marking Thermo Yield Bar 36 IN | 22520EN | LF | 0.00 | 60.000 | 72.000 | 72.000 | 11.50 | 828.00 | |||
| 8031 | SBM ALUM SHEET SIGNS .080 IN SBM Alum Sheet Signs .08 IN | 06406 | SQFT | 0.00 | 278.900 | 113.950 | 113.950 | 13.25 | 1,509.83 | |||
| 8032 | STEEL POST TYPE 1 Steel Post Type 1 | 06410 | LF | 0.00 | 294.000 | 151.000 | 151.000 | 7.15 | 1,079.65 | |||
| 8033 | STEEL POST TYPE 2 Steel Post Type 2 | 06411 | LF | 0.00 | 90.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 8034 | BARCODE SIGN INVENTORY Barcode Sign Inventory | 24631EC | EACH | 0.00 | 32.000 | 0.000 | 0.000 | 10.20 | 0.00 | |||
| 8035 | GUARDRAIL-STEEL W BEAM-S FACE GR Steel W Beams S Face | 02351 | LF | 0.00 | 500.000 | 350.000 | 350.000 | 17.30 | 6,055.00 | |||
| 8036 | GUARDRAIL END TREATMENT TYPE 4A GR ET type 4A | 02391 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 8037 | GUARDRAIL TERMINAL SECTION NO 1 GR Terminal Section NO 1 | 02360 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 51.00 | 102.00 | |||
| 8038 | JPC PAVEMENT-8 IN JPC Pavement 8 IN | 02084 | SQYD | 0.00 | 637.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 8039 | STORM SEWER PIPE-15 IN Storm Sewer Pipe 15 IN | 00521 | LF | 0.00 | 174.500 | 174.500 | 174.500 | 75.00 | 13,087.50 | |||
| 8040 | STORM SEWER PIPE-18 IN Storm Sewer Pipe 18 IN | 00522 | LF | 0.00 | 42.000 | 29.000 | 29.000 | 90.00 | 2,610.00 | |||
| 8043 | CHANNEL LINING CLASS II Channel Lining Class II | 02483 | TON | 0.00 | 11.250 | 14.920 | 14.920 | 32.00 | 477.44 | |||
| 8044 | REMOVE GUARDRAIL Remove GR | 02381 | LF | 0.00 | 550.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 8045 | REMOVE & RESET GUARDRAIL Remove and Reset GR | 02383 | LF | 0.00 | 350.000 | 350.000 | 350.000 | 10.00 | 3,500.00 | |||
| 8046 | REMOVE PAVEMENT Remove Pavement | 02091 | SQYD | 0.00 | 948.000 | 282.000 | 282.000 | 7.50 | 2,115.00 | |||
| 8047 | POLE 40 FT MTG HT Pole 40 Ft MTG HT | 04701 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 1,724.16 | 17,241.60 | |||
| 8048 | BRACKET 10 FT Bracket 10FT | 04723 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 792.54 | 7,925.40 | |||
| 8049 | POLE BASE Pole Base | 04740 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 1,227.16 | 12,271.60 | |||
| 8050 | TRANSFORMER BASE Transformer Base | 04750 | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 536.88 | 5,368.80 | |||
| 8051 | LIGHTING CONTROL EQUIPMENT Lighting Control Equipment | 04761 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 21,475.35 | 21,475.35 | |||
| 8052 | FUSED CONNECTOR KIT Fused Connector Kit | 04780 | EACH | 0.00 | 20.000 | 20.000 | 20.000 | 81.81 | 1,636.20 | |||
| 8053 | TRENCHING AND BACKFILLING Trenching and Backfilling | 04820 | LF | 0.00 | 1,757.000 | 1,790.000 | 1,790.000 | 4.09 | 7,321.10 | |||
| 8054 | WIRE-NO. 12 Wire No. 12 | 04832 | LF | 0.00 | 1,650.000 | 1,560.000 | 1,560.000 | 0.56 | 873.60 | |||
| 8055 | ELECTRICAL JUNCTION BOX TYPE A Junction Box Type A | 20391NS835 | EACH | 0.00 | 8.000 | 2.000 | 2.000 | 825.00 | 1,650.00 | |||
| 8057 | LED LUMINAIRE LED Luminaire | 24589ED | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 695.39 | 6,953.90 | |||
| 8058 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 PVC Conduit 1.25IN 80 | 24900EC | LF | 0.00 | 1,757.000 | 1,710.000 | 1,710.000 | 4.60 | 7,866.00 | |||
| 8059 | WIRE-NO. 10 Wire No. 10 | 23778EC | LF | 0.00 | 6,171.000 | 7,500.000 | 7,500.000 | 0.56 | 4,200.00 | |||
| 8060 | MOBILIZATION Mobilization | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 36,000.00 | 36,000.00 | |||
| 8062 | STAKING Staking | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,980.65 | 15,980.65 | |||
| SUBTOT | $91,120.00 |
$12,673,671.95 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE10504601841 | Fed/State Project Number | STP 4601 (048) | Category | 016 ROUNDABOUT REIMBURSEMENT | |||||||
| 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 | |
| 8041 | CURB BOX INLET TYPE B Curb Box Inlet Type B | 01480 | EACH | 0.00 | 7.000 | 7.000 | 7.000 | 6,000.00 | 42,000.00 | |||
| 8042 | SLOPED BOX OUTLET TYPE 1-15 IN Sloped Box Outlet Type 1-15 IN | 01432 | EACH | 0.00 | 1.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 8056 | BORE AND JACK CONDUIT Bore and Jack Conduit | 21543EN | LF | 0.00 | 300.000 | 350.000 | 350.000 | 35.00 | 12,250.00 | |||
| 8061 | MAINTAIN & CONTROL TRAFFIC Maintain and Control Traffic | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| 8063 | EROSION CONTROL Erosion Control Roundabout | 21415ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,500.00 | 22,500.00 | |||
| SUBTOT | $0.00 |
$12,782,921.95 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||