|
Report_Id: 151275 Est NO 0042 |
Date:12/28/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151275 | Estimate Number | 0042 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Nolan, Will L. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 1 VC Code VC0000108043 | |||||
| 1801 PAYNE STREET | |||||||
| LOUISVILLE , KY , 40206 | |||||||
| Pay Period | 11/03/2017 TO 11/30/2017 | ||||||
| Date Approved | 12/13/2017 | ||||||
| Primary Proj Number | DE09303931575 | ||||||
| Project No. | STP 5162 (021) | ||||||
| Primary County | OLDHAM | ||||||
| Name of Road | KY 393 | ||||||
| Description | KY 393 MP 4.67 Northern I-71 ramp to south of CSX MP 5.13 | ||||||
| Date Let | 11/20/2015 | Formal Acceptance | |||||
| Date Awarded | 12/18/2015 | Date Work Began | 01/26/2016 | ||||
| Date Contract Executed | 01/25/2016 | Open To Traffic | |||||
| Date NTP Issued | 01/25/2016 | Actual Completion Date | 11/01/2017 | ||||
| Current Contract Amount | $5,521,692.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,060,000.00 |
Total Earnings | $5,164,530.97 |
$5,163,700.47 |
$830.50 |
|
| Percent Complete | 93.53 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $357,161.20 |
Gross Earnings | $5,164,530.97 |
$5,163,700.47 |
$830.50 |
|
| Total Change Orders | $461,692.17 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,164,530.97 |
$5,163,700.47 |
$830.50 |
|||
| Contract Id | 151275 | Change Order Summary |
County | OLDHAM | ||||||
| Estimate Nbr | 0042 | Project Number | STP 5162 (021) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 11/03/2017 TO 11/30/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Lighting Issues | Approved | 11/01/2016 | $5,964.94 | 0.0 | |||||
| 002 | Rock Roadbed and Access Needs | Approved | 08/01/2017 | $373,849.03 | 37.0 | |||||
| 003 | Signal Addition | Approved | 10/06/2017 | $81,878.20 | 116.0 | |||||
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 | 151275 | COMMONWEALTH OF KENTUCKY |
County | OLDHAM | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09303931575 | ||||||
| Estimate Nbr | 0042 | Period | 11/03/2017 TO 11/30/2017 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | 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 | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 12,185.00 | 12,185.000 | 11,334.830 | 11,334.830 | 19.50 | 221,029.18 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 369.00 | 369.000 | 103.010 | 103.010 | 24.00 | 2,472.24 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 67.00 | 67.000 | 55.930 | 55.930 | 69.75 | 3,901.11 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 9.00 | 9.000 | 4.016 | 4.016 | 700.00 | 2,811.20 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 276.00 | 276.000 | 472.620 | 472.620 | 68.75 | 32,492.62 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 12,097.00 | 12,097.000 | 11,832.390 | 11,832.390 | 57.25 | 677,404.32 | |||
| 0035 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 724.00 | 724.000 | 725.220 | 725.220 | 69.00 | 50,040.18 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 369.00 | 369.000 | 502.220 | 502.220 | 68.50 | 34,402.07 | |||
| 0045 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 106.00 | 106.000 | 0.000 | 0.000 | 77.50 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 2,132.00 | 2,132.000 | 2,231.620 | 2,231.620 | 65.50 | 146,171.11 | |||
| 0055 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 172.00 | 172.000 | 221.570 | 221.570 | 52.00 | 11,521.64 | |||
| 0060 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 77.00 | 77.000 | 78.260 | 78.260 | 75.00 | 5,869.50 | |||
| 0065 | JOINT ADHESIVE | 20071EC | LF | 14,781.00 | 14,781.000 | 14,781.000 | 14,781.000 | 0.78 | 11,529.18 | |||
| 8002 | SITE PREPARATION Construct New Park and Ride | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,960.08 | 3,960.08 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0002 ROADWAY | |||||||
| 0070 | PLUG PIPE | 01314 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0075 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 641.00 | 641.000 | 678.000 | 678.000 | 26.00 | 17,628.00 | |||
| 0080 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 1,731.00 | 1,731.000 | 1,628.340 | 1,628.340 | 84.00 | 136,780.56 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 8.00 | 96.00 | |||
| 0090 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 10.00 | 60.00 | |||
| 0095 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10.00 | 20.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 16.000 | 8.000 | 8.000 | 110.00 | 880.00 | |||
| 0105 | TEMP DITCH | 02159 | LF | 5,932.00 | 5,932.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 78,236.00 | 67,136.000 | 67,136.000 | 67,136.000 | 12.00 | 805,632.00 | |||
| 0115 | GRANULAR EMBANKMENT | 02223 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 5.00 | 5.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0125 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,011.00 | 4,011.000 | 4,019.000 | 4,019.000 | 5.25 | 21,099.75 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,160.00 | 1,160.000 | 1,177.500 | 1,177.500 | 14.25 | 16,779.37 | |||
| 0135 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 35.00 | 35.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 2.356 | 2.356 | 1,900.00 | 4,476.40 | |||
| 0145 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 55.00 | 55.000 | 50.000 | 50.000 | 85.00 | 4,250.00 | |||
| 0150 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 62.00 | 620.00 | |||
| 0155 | CLEAN SINKHOLE | 02469 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0160 | CHANNEL LINING CLASS III | 02484 | TON | 226.00 | 226.000 | 242.210 | 242.210 | 35.00 | 8,477.35 | |||
| 0165 | CLEARING AND GRUBBING (APPROXIMATELY 20.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0170 | CONCRETE-CLASS B | 02555 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 1,339.80 | 1,339.800 | 1,467.880 | 1,467.880 | 3.00 | 4,403.64 | |||
| 0180 | EDGE KEY | 02585 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 95.00 | 6,840.00 | |||
| 0185 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 226.00 | 226.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0190 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0195 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 28,051.00 | 28,051.000 | 31,102.990 | 31,102.990 | 1.50 | 46,654.48 | |||
| 0200 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,227.00 | 5,227.000 | 4,054.030 | 4,054.030 | 2.00 | 8,108.06 | |||
| 0205 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0210 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0215 | CROSSOVER | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0220 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0225 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0230 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 172.00 | 172.000 | 112.870 | 112.870 | 65.00 | 7,336.55 | |||
| 0235 | SAFELOADING | 02690 | CUYD | 30.00 | 30.000 | 8.500 | 8.500 | 200.00 | 1,700.00 | |||
| 0240 | TEMP SILT FENCE | 02701 | LF | 5,932.00 | 5,932.000 | 899.000 | 899.000 | 2.00 | 1,798.00 | |||
| 0245 | SILT TRAP TYPE A | 02703 | EACH | 20.00 | 20.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 20.00 | 20.000 | 9.000 | 9.000 | 100.00 | 900.00 | |||
| 0255 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
| 0260 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 60.00 | 60.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
| 0265 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 60.00 | 60.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0275 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 41.00 | 41.000 | 35.690 | 35.690 | 58.00 | 2,070.02 | |||
| 0280 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0285 | CONCRETE BARRIER WALL TYPE 9T (MOT) | 03171 | LF | 160.00 | 160.000 | 260.000 | 260.000 | 25.00 | 6,500.00 | |||
| 0290 | CONCRETE BARRIER WALL TYPE 9T (DIVERSION A) | 03171 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 50.00 | 7,000.00 | |||
| 0295 | EROSION CONTROL BLANKET | 05950 | SQYD | 17,930.00 | 17,930.000 | 17,600.000 | 17,600.000 | 1.10 | 19,360.00 | |||
| 0300 | TEMP MULCH | 05952 | SQYD | 98,849.00 | 98,849.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0305 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 98,849.00 | 98,849.000 | 6,194.440 | 6,194.440 | 0.01 | 61.94 | |||
| 0310 | INITIAL FERTILIZER | 05963 | TON | 5.10 | 5.100 | 2.500 | 2.500 | 800.00 | 2,000.00 | |||
| 0315 | 20-10-10 FERTILIZER | 05964 | TON | 3.10 | 3.100 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0320 | SEEDING AND PROTECTION | 05985 | SQYD | 59,563.00 | 59,563.000 | 37,526.600 | 37,526.600 | 0.32 | 12,008.51 | |||
| 0325 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 8,401.00 | 8,401.000 | 5,800.000 | 5,800.000 | 0.17 | 986.00 | |||
| 0330 | SODDING | 05990 | SQYD | 444.00 | 444.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0335 | AGRICULTURAL LIMESTONE | 05992 | TON | 61.30 | 61.300 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 10,000.00 | 10,000.000 | 20,619.000 | 20,619.000 | 0.17 | 3,505.23 | |||
| 0345 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 19,678.00 | 19,678.000 | 22,757.000 | 22,757.000 | 0.16 | 3,641.12 | |||
| 0350 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,302.00 | 1,302.000 | 4,244.000 | 4,244.000 | 0.18 | 763.92 | |||
| 0355 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 513.00 | 513.000 | 1,000.000 | 1,000.000 | 0.28 | 280.00 | |||
| 0360 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0365 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 525.00 | 525.000 | 1,344.000 | 1,344.000 | 1.15 | 1,545.60 | |||
| 0370 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 62.00 | 62.000 | 645.000 | 645.000 | 4.10 | 2,644.50 | |||
| 0375 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0380 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 95.000 | 95.000 | 2.00 | 190.00 | |||
| 0385 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0390 | PAVE MARKING-THERMO R 6 FT | 06562 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 65.00 | 130.00 | |||
| 0395 | PAVE MARKING-R/R XBUCKS 16 IN | 06563 | LF | 43.00 | 43.000 | 43.000 | 43.000 | 8.12 | 349.16 | |||
| 0400 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 4.10 | 0.00 | |||
| 0405 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 341.00 | 341.000 | 110.000 | 226.000 | 336.000 | 7.55 | 830.50 | 2,536.80 | |
| 0410 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 750.00 | 750.000 | 227.000 | 227.000 | 2.15 | 488.05 | |||
| 0415 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 915.00 | 915.000 | 0.000 | 0.000 | 3.45 | 0.00 | |||
| 0420 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 35.000 | 35.000 | 92.00 | 3,220.00 | |||
| 0425 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0430 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 225.00 | 900.00 | |||
| 0435 | CONCRETE-CLASS A | 08100 | CUYD | 6.00 | 6.000 | 6.190 | 6.190 | 800.00 | 4,952.00 | |||
| 0440 | STEEL REINFORCEMENT | 08150 | LB | 50.00 | 50.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0445 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
| 0450 | FUEL ADJUSTMENT | 10020NS | DOLL | 42,491.00 | 42,491.000 | -1,553.690 | -1,553.690 | 1.00 | -1,553.69 | |||
| 0455 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 61,396.00 | 61,396.000 | -32,785.760 | -32,785.760 | 1.00 | -32,785.76 | |||
| 0460 | SAWCUT PAVEMENT | 20550ND | LF | 2,329.00 | 2,329.000 | 2,365.000 | 2,365.000 | 1.00 | 2,365.00 | |||
| 0465 | CLEAN TEMPORARY SILT DITCH | 20601ES213 | LF | 17,796.00 | 17,796.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0470 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,343.00 | 1,343.000 | 300.000 | 300.000 | 9.00 | 2,700.00 | |||
| 0475 | BOLLARDS | 21341ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0480 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 110.00 | 110.000 | 162.250 | 162.250 | 30.00 | 4,867.50 | |||
| 0485 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 5,291.00 | 5,291.000 | 1,100.000 | 1,100.000 | 5.45 | 5,995.00 | |||
| 0490 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 342.00 | 342.000 | 0.000 | 0.000 | 5.45 | 0.00 | |||
| 0495 | PIPELINE INSPECTION | 24814EC | LF | 2,330.00 | 2,330.000 | 1,910.400 | 1,910.400 | 3.80 | 7,259.52 | |||
| 8001 | CRUSHED STONE Surge Stone Rock Roadbed | 23300ED | TON | 0.00 | 25,000.000 | 27,009.020 | 27,009.020 | 20.00 | 540,180.40 | |||
| 8003 | CRUSHED AGGREGATE SIZE NO 3 Park and Ride - Material Only | 00069 | TON | 0.00 | 247.790 | 247.790 | 247.790 | 12.46 | 3,088.95 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0003 DRAINAGE | |||||||
| 0500 | ENTRANCE PIPE-18 IN | 00441 | LF | 190.00 | 190.000 | 180.000 | 180.000 | 38.00 | 6,840.00 | |||
| 0505 | CULVERT PIPE-18 IN | 00462 | LF | 199.00 | 199.000 | 203.000 | 203.000 | 42.00 | 8,526.00 | |||
| 0510 | CULVERT PIPE-24 IN | 00464 | LF | 150.00 | 150.000 | 137.000 | 137.000 | 55.00 | 7,535.00 | |||
| 0515 | CULVERT PIPE-30 IN | 00466 | LF | 253.00 | 253.000 | 254.000 | 254.000 | 65.00 | 16,510.00 | |||
| 0520 | CULVERT PIPE-36 IN | 00468 | LF | 11.00 | 11.000 | 10.000 | 10.000 | 185.00 | 1,850.00 | |||
| 0525 | STORM SEWER PIPE-15 IN | 00521 | LF | 293.00 | 293.000 | 294.000 | 294.000 | 45.00 | 13,230.00 | |||
| 0530 | STORM SEWER PIPE-18 IN | 00522 | LF | 677.00 | 677.000 | 629.000 | 629.000 | 48.00 | 30,192.00 | |||
| 0535 | STORM SEWER PIPE-24 IN | 00524 | LF | 208.00 | 208.000 | 206.500 | 206.500 | 60.00 | 12,390.00 | |||
| 0540 | STORM SEWER PIPE-30 IN | 00526 | LF | 539.00 | 539.000 | 476.000 | 476.000 | 65.00 | 30,940.00 | |||
| 0545 | PERFORATED PIPE-4 IN | 01000 | LF | 1,455.00 | 1,455.000 | 595.000 | 595.000 | 12.00 | 7,140.00 | |||
| 0550 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0555 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0560 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0565 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0570 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0575 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0580 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0585 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0590 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0595 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0600 | CURB BOX INLET TYPE A | 01456 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0605 | CURB BOX INLET TYPE A B | 01457 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 0610 | DROP BOX INLET TYPE 3 | 01496 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
| 0615 | DROP BOX INLET TYPE 6F | 01535 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 0620 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 0625 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0004 UTILITY - AT&T | |||||||
| 0630 | EC COMMUNICATIONS MANHOLE INST | 17500 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,500.00 | 25,000.00 | |||
| 0635 | EC DUCT - 02 BANK INST | 17503 | LF | 380.00 | 380.000 | 375.000 | 375.000 | 150.00 | 56,250.00 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0005 SEWER | |||||||
| 0640 | S ENCASEMENT STEEL OPEN CUT RANGE 6 | 15025 | LF | 220.00 | 220.000 | 220.000 | 220.000 | 275.00 | 60,500.00 | |||
| 0645 | S MANHOLE | 15092 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0650 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0655 | S MANHOLE RECONSTRUCT INVERT | 15097 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0660 | S PIPE SPECIAL | 15118 | LF | 926.00 | 926.000 | 926.000 | 926.000 | 185.00 | 171,310.00 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0006 SIGNING | |||||||
| 0665 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 28.00 | 560.00 | |||
| 0670 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 28.00 | 252.00 | |||
| 0675 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 483.70 | 483.700 | 423.460 | 423.460 | 13.00 | 5,504.98 | |||
| 0680 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 209.40 | 209.400 | 173.420 | 173.420 | 13.00 | 2,254.46 | |||
| 0685 | STEEL POST TYPE 1 | 06410 | LF | 1,274.00 | 1,274.000 | 1,409.000 | 1,409.000 | 10.00 | 14,090.00 | |||
| 0690 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 1.60 | 1.600 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0695 | REMOVE SIGN | 21373ND | EACH | 39.00 | 39.000 | 39.000 | 39.000 | 50.00 | 1,950.00 | |||
| 0700 | GMSS TYPE D | 21596ND | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0705 | BARCODE SIGN INVENTORY | 24631EC | EACH | 141.00 | 141.000 | 122.000 | 122.000 | 5.00 | 610.00 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0007 LIGHTING | |||||||
| 0710 | POLE 30 FT MTG HT | 04700 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,052.87 | 2,105.74 | |||
| 0715 | POLE 40 FT MTG HT | 04701 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,159.10 | 3,477.30 | |||
| 0720 | BRACKET 6 FT | 04721 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 234.27 | 234.27 | |||
| 0725 | BRACKET 8 FT | 04722 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 242.13 | 726.39 | |||
| 0730 | BRACKET 15 FT | 04725 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 488.71 | 488.71 | |||
| 0735 | POLE BASE | 04740 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 859.57 | 4,297.85 | |||
| 0740 | TRANSFORMER BASE | 04750 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 397.78 | 1,988.90 | |||
| 0745 | FUSED CONNECTOR KIT | 04780 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 188.20 | 2,634.80 | |||
| 0750 | CONDUIT-1 1/4 IN | 04793 | LF | 500.00 | 500.000 | 582.000 | 582.000 | 11.52 | 6,704.64 | |||
| 0755 | CONDUIT-2 IN | 04795 | LF | 600.00 | 600.000 | 590.000 | 590.000 | 12.58 | 7,422.20 | |||
| 0760 | TRENCHING AND BACKFILLING | 04820 | LF | 900.00 | 900.000 | 957.000 | 957.000 | 4.58 | 4,383.06 | |||
| 0765 | WIRE-NO. 12 | 04832 | LF | 756.00 | 756.000 | 702.000 | 702.000 | 0.47 | 329.94 | |||
| 0770 | WIRE-NO. 4 | 04835 | LF | 4,365.00 | 4,365.000 | 5,745.000 | 5,745.000 | 1.29 | 7,411.05 | |||
| 0775 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0780 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
| 0785 | BORE AND JACK CONDUIT | 21543EN | LF | 200.00 | 200.000 | 205.000 | 205.000 | 31.33 | 6,422.65 | |||
| 0790 | LED LUMINAIRE | 24589ED | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 851.52 | 6,812.16 | |||
| 8000 | TEMPORARY LIGHTING Connection to existing mainline lights | 20454NS835 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,964.94 | 5,964.94 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0008 WATERLINE | |||||||
| 0795 | STEEL ENCASEMENT PIPE-BORE&JACK-18 IN (UNDER KY 146 AND CSX W/ CASING SPACERS) | 01089 | LF | 190.00 | 190.000 | 190.000 | 190.000 | 525.00 | 99,750.00 | |||
| 0800 | W CAP EXISTING MAIN (12-IN) | 14003 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,925.00 | 3,850.00 | |||
| 0805 | W CAP EXISTING MAIN (10-IN) | 14003 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0810 | W DIRECTIONAL BORE (3 INCH PE CASING PIPE) | 14004 | LF | 485.00 | 485.000 | 485.000 | 485.000 | 110.00 | 53,350.00 | |||
| 0815 | W ENCASEMENT STEEL BORED RANGE 4 (16-IN UNDER EXISTING KY 393 W/ CASING S | 14009 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 520.00 | 20,800.00 | |||
| 0820 | W ENCASEMENT STEEL BORED RANGE 5 (18-IN UNDER I-71 RAMP W/ CASING SPACERS | 14010 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 525.00 | 47,250.00 | |||
| 0825 | W ENCASEMENT STEEL BORED RANGE 6 (30-IN UNDER EXISTING COMMERCE PKWY W/ C | 14011 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 900.00 | 40,500.00 | |||
| 0830 | W ENCASEMENT STEEL BORED RANGE 6 (30-IN UNDER EXISTING KY 393 W/ CASING S | 14011 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 900.00 | 36,000.00 | |||
| 0835 | W ENCASEMENT STEEL OPEN CUT RANGE 4 (16-IN UNDER PROPOSED KY 393 W/ CASING S | 14015 | LF | 245.00 | 245.000 | 245.000 | 245.000 | 240.00 | 58,800.00 | |||
| 0840 | W ENCASEMENT STEEL OPEN CUT RANGE 6 (30-IN UNDER PROPOSED KY 393 W/ CASING S | 14017 | LF | 175.00 | 175.000 | 175.000 | 175.000 | 340.00 | 59,500.00 | |||
| 0845 | W ENCASEMENT STEEL OPEN CUT RANGE 6 (30-IN UNDER PROPOSED COMMERCE PKWY W/ C | 14017 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 400.00 | 46,000.00 | |||
| 0850 | W FIRE HYDRANT ASSEMBLY (6-IN) | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,600.00 | 9,200.00 | |||
| 0855 | W FLUSH HYDRANT ASSEMBLY (2-IN) | 14022 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,550.00 | 2,550.00 | |||
| 0860 | W METER RELOCATE | 14030 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 685.00 | 2,055.00 | |||
| 0865 | W PIPE DCTL IRON RSTRND JOINT 10 IN (WATER MAIN) | 14049 | LF | 525.00 | 525.000 | 511.000 | 511.000 | 72.00 | 36,792.00 | |||
| 0870 | W PIPE DCTL IRON RSTRND JOINT 12 IN (WATER MAIN) | 14050 | LF | 120.00 | 120.000 | 137.500 | 137.500 | 86.00 | 11,825.00 | |||
| 0875 | W PIPE DCTL IRON RSTRND JOINT 16 IN (WATER MAIN) | 14051 | LF | 520.00 | 520.000 | 521.500 | 521.500 | 132.00 | 68,838.00 | |||
| 0880 | W PIPE PVC 10 INCH (WATER MAIN) | 14061 | LF | 2,215.00 | 2,215.000 | 2,274.500 | 2,274.500 | 40.00 | 90,980.00 | |||
| 0885 | W PIPE PVC 12 INCH (WATER MAIN) | 14062 | LF | 1,010.00 | 1,010.000 | 1,050.000 | 1,050.000 | 42.00 | 44,100.00 | |||
| 0890 | W REMOVE TRANSITE (AC) PIPE | 14076 | LF | 2,125.00 | 2,125.000 | 1,490.000 | 1,490.000 | 30.00 | 44,700.00 | |||
| 0895 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0900 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,850.00 | 3,700.00 | |||
| 0905 | W TAPPING SLEEVE AND VALVE SIZE 2 (10-IN WET CONNECT) | 14090 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
| 0910 | W TIE-IN 12 INCH (DRY CONNECT) | 14097 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,050.00 | 3,050.00 | |||
| 0915 | W TIE-IN 16 INCH (DRY CONNECT) | 14098 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 0920 | W VALVE 02 INCH (& BOX) | 14102 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 665.00 | 665.00 | |||
| 0925 | W VALVE 10 INCH (& BOX) | 14107 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,925.00 | 13,475.00 | |||
| 0930 | W VALVE 12 INCH (& BOX) | 14108 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0935 | W VALVE 16 INCH (GATE VALVE W/ BEVEL GEAR OPERATOR & CAS | 14109 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,300.00 | 24,900.00 | |||
| 0940 | SERVICE LINE (2-IN PE) | 20333EN | LF | 515.00 | 515.000 | 528.500 | 528.500 | 69.00 | 36,466.50 | |||
| 0945 | RAILROAD COORDINATION | 24665EX | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0950 | INSERTION VALVE (12-IN) | 24699EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,500.00 | 14,500.00 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0955 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 229,415.52 | 229,415.52 | |||
| 0960 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| Project | DE09303931575 | Fed/State Project Number | STP 5162 (021) | Category | 0010 SIGNALIZATION | |||||||
| 8010 | CONDUIT-1 IN Signal | 04792 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 6.56 | 262.40 | |||
| 8011 | ELECTRICAL JUNCTION BOX TYPE B Signal | 04811 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 626.85 | 5,014.80 | |||
| 8012 | TRENCHING AND BACKFILLING Signal | 04820 | LF | 0.00 | 1,000.000 | 135.000 | 135.000 | 4.30 | 580.50 | |||
| 8013 | LOOP WIRE Signal | 04830 | LF | 0.00 | 3,025.000 | 2,862.000 | 2,862.000 | 0.61 | 1,745.82 | |||
| 8014 | CABLE-NO. 14/5C Signal | 04844 | LF | 0.00 | 1,725.000 | 1,680.000 | 1,680.000 | 1.93 | 3,242.40 | |||
| 8015 | CABLE-NO. 14/1 PAIR Signal | 04850 | LF | 0.00 | 6,675.000 | 6,750.000 | 6,750.000 | 1.98 | 13,365.00 | |||
| 8016 | MESSENGER-10800 LB Signal | 04885 | LF | 0.00 | 575.000 | 575.000 | 575.000 | 5.09 | 2,926.75 | |||
| 8017 | LOOP SAW SLOT AND FILL Signal | 04895 | LF | 0.00 | 975.000 | 1,211.000 | 1,211.000 | 12.86 | 15,573.46 | |||
| 8018 | INSTALL CONTROLLER TYPE 170 Signal | 04931 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,169.40 | 7,169.40 | |||
| 8019 | INSTALL STEEL STRAIN POLE Signal | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,136.35 | 12,545.40 | |||
| 8020 | INSTALL LED SIGNAL-3 SECTION Signal | 20188NS835 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 308.70 | 2,469.60 | |||
| 8021 | INSTALL LED SIGNAL- 4 SECTION Signal | 20266ES835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 308.70 | 617.40 | |||
| 8022 | INSTALL COORDINATING UNIT Signal | 20390NS835 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 628.95 | 628.95 | |||
| 8023 | TRAFFIC SIGNAL POLE BASE Signal | 23157EN | CUYD | 0.00 | 19.000 | 16.000 | 16.000 | 577.50 | 9,240.00 | |||
| 8024 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 Signal | 24900EC | LF | 0.00 | 400.000 | 456.000 | 456.000 | 3.10 | 1,413.60 | |||
| 8025 | PVC CONDUIT-2 IN-SCHEDULE 80 Signal | 24901EC | LF | 0.00 | 650.000 | 545.000 | 545.000 | 4.31 | 2,348.95 | |||
| SUBTOT | $830.50 |
$5,164,530.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||