|
Report_Id: 141291 Est NO 0071 |
Date:11/13/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 141291 | Estimate Number | 0071 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Mucci, Richard A. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 07/01/2021 TO 11/01/2023 | ||||||
| Date Approved | 11/13/2023 | ||||||
| Primary Proj Number | DE03400041490 | ||||||
| Project No. | NHPP 2682 (014), JL04 FD04 SPP 034 0004 004-008 | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | NEW CIRCLE ROAD (KY 4) AND US 60 INTERCHANGE | ||||||
| Description | NEW CIRCLE ROAD (KY 4) AND US 60 INTERCHANGE VERSAILLES ROAD INTERCHANGE TO US 421 (LEESTOWN RD) | ||||||
| Date Let | 11/21/2014 | Formal Acceptance | 07/12/2018 | ||||
| Date Awarded | 11/24/2014 | Date Work Began | 12/02/2014 | ||||
| Date Contract Executed | 11/26/2014 | Open To Traffic | 06/01/2017 | ||||
| Date NTP Issued | 11/26/2014 | Actual Completion Date | 06/01/2017 | ||||
| Current Contract Amount | $56,788,334.29 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $53,223,132.98 |
Total Earnings | $54,526,647.52 |
$54,362,759.87 |
$163,887.65 |
|
| Percent Complete | 96.02 |
Stockpiled Materials | $1,901.95 |
$1,901.95 |
$0.00 |
|
| Funds Available | $2,259,784.82 |
Gross Earnings | $54,528,549.47 |
$54,364,661.82 |
$163,887.65 |
|
| Total Change Orders | $3,565,201.31 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $54,528,549.47 |
$54,364,661.82 |
$163,887.65 |
|||
| Contract Id | 141291 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0071 | Project Number | NHPP 2682 (014), JL04 FD04 SPP 034 0004 004-008 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 07/01/2021 TO 11/01/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Median Stabilization, Extra Depth Milling and Paving for MOT | Approved | 03/23/2015 | $1,057,159.90 | 0.0 | |||||
| 002 | Retaining Wall Value Engineering | Approved | 05/14/2015 | $-246,838.60 | 0.0 | |||||
| 003 | Liquidated Damages Override | Approved | 06/05/2015 | $0.00 | 0.0 | |||||
| 004 | Temporary Markings for Split at Old Frankfort Pike Pier | Approved | 08/07/2015 | $2,574.00 | 0.0 | |||||
| 005 | US 60 Ramp A Retaining Wall-Form Liners CDG-Asbestos Removal | Approved | 09/16/2015 | $164,505.99 | 0.0 | |||||
| 006 | Panel Sign Relocation on KY 4 & US 60 | Approved | 09/08/2015 | $11,531.57 | 0.0 | |||||
| 007 | Temporary Lighting at Versailles Road Interchange | Approved | 08/27/2015 | $151,229.10 | 0.0 | |||||
| 008 | Temporary Guardrail and LED Stop Sign | Approved | 12/22/2015 | $27,489.91 | 0.0 | |||||
| 009 | Phase 2 Incentive Payment | Approved | 11/18/2015 | $1,400,000.00 | 0.0 | |||||
| 010 | Form liner | Approved | 04/21/2016 | $17,409.12 | 0.0 | |||||
| 011 | 6 Inch Force Main | Approved | 08/16/2016 | $28,142.20 | 0.0 | |||||
| 012 | Temporary Crash Cushion | Approved | 03/23/2016 | $7,600.00 | 0.0 | |||||
| 013 | New Circle Road Fiber Optic Conduit Installation | Approved | 08/05/2016 | $192,174.72 | 3.0 | |||||
| 014 | Pavement Striping - Groove & Inlay Tape | Approved | 07/08/2016 | $269,974.18 | 3.0 | |||||
| 015 | MOT and Signing Changes Associated with Const. Rev. 001 | Approved | 03/23/2017 | $372,747.58 | 0.0 | |||||
| 016 | Inlaid Pavement Markers | Approved | 08/25/2016 | $38,033.50 | 0.0 | |||||
| 017 | Non Spec Material-Deficient Concrete Cover Override | Approved | 07/14/2016 | $0.00 | 0.0 | |||||
| 018 | 6 IN Force Main Relocation | Approved | 03/31/2017 | $30,734.57 | 11.0 | |||||
| 019 | Extend Cable Barrier to Median Barrier Wall | Approved | 05/08/2017 | $29,370.00 | 227.0 | |||||
| 020 | US 60 Ramp G Standard Curb & Gutter | Approved | 03/09/2018 | $11,377.80 | 0.0 | |||||
| 021 | Pavement Marking Items | Approved | 04/29/2021 | $-3.33 | 0.0 | |||||
| 022 | Drainage Relief Joints | Approved | 10/27/2023 | $-0.06 | 0.0 | |||||
| 023 | US60 Ramp A Retaining Wall Repair | Approved | 06/24/2021 | $-8.02 | 0.0 | |||||
| 024 | Old Frankfort Pike Ramp D Masonry Coating | Approved | 06/25/2021 | $-2.82 | 0.0 | |||||
| 025 | Non-Spec Material Override | Approved | 08/11/2022 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 141291 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03400041490 | ||||||
| Estimate Nbr | 0071 | Period | 07/01/2021 TO 11/01/2023 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | 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 | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0001 PAVING VERSAILES ROAD INTERCHANGE | |||||||
| 0001 | DGA BASE | 00001 | TON | 16,916.00 | 16,916.000 | 21,384.660 | 21,384.660 | 22.00 | 470,462.52 | |||
| 0002 | LEVELING & WEDGING PG64-22 | 00190 | TON | 8,997.00 | 8,997.000 | 9,607.600 | 9,607.600 | 68.00 | 653,316.80 | |||
| 0003 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 358.00 | 358.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0004 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,415.00 | 6,415.000 | 4,467.780 | 4,467.780 | 68.00 | 303,809.04 | |||
| 0005 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 10,336.00 | 10,336.000 | 11,983.340 | 11,983.340 | 68.00 | 814,867.12 | |||
| 0006 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 9,733.00 | 9,733.000 | 9,040.950 | 9,040.950 | 78.00 | 705,194.10 | |||
| 0007 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,051.00 | 2,051.000 | 2,458.640 | 2,458.640 | 82.00 | 201,608.48 | |||
| 0008 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 5,285.00 | 5,285.000 | 6,923.250 | 6,923.250 | 90.00 | 623,092.50 | |||
| 0009 | LIP CURB AND GUTTER | 01820 | LF | 3,471.00 | 3,471.000 | 3,454.500 | 3,454.500 | 15.00 | 51,817.50 | |||
| 0010 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 1,902.00 | 1,902.000 | 1,902.000 | 1,902.000 | 21.90 | 41,653.80 | |||
| 0011 | MOUNTABLE MEDIAN TYPE 3A | 01947 | SQYD | 247.00 | 247.000 | 247.000 | 247.000 | 65.50 | 16,178.50 | |||
| 0012 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 277.00 | 277.000 | 350.361 | 350.361 | 60.00 | 21,021.66 | |||
| 0013 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,975.00 | 2,975.000 | 2,905.070 | 2,905.070 | 12.50 | 36,313.37 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8037 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 700.000 | 50.000 | 50.000 | 14.80 | 740.00 | |||
| 8042 | NON-SPEC MATERIAL Deficient Concrete Cover | 10070NS | DOLL | 0.00 | 0.001 | -2,191.600 | -2,191.600 | 1.00 | -2,191.60 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0002 ROADWAY VERSAILES ROAD INTERCHANGE | |||||||
| 0014 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 13.00 | 13.000 | 1,555.380 | 1,555.380 | 25.00 | 38,884.50 | |||
| 0015 | PERFORATED PIPE-4 IN | 01000 | LF | 3,090.00 | 1,972.000 | 1,972.000 | 1,972.000 | 6.25 | 12,325.00 | |||
| 0016 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 66.50 | 66.500 | 20.000 | 20.000 | 8.00 | 160.00 | |||
| 0017 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (7-279) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 720.00 | 0.00 | |||
| 0018 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0019 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 11.00 | 1.000 | 1.000 | 1.000 | 425.00 | 425.00 | |||
| 0020 | REMOVE PIPE | 01310 | LF | 217.00 | 217.000 | 217.000 | 217.000 | 15.00 | 3,255.00 | |||
| 0021 | REMOVE CATCH BASIN | 01706 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 65.00 | 1,040.00 | |||
| 0022 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 0023 | REMOVE CURB | 01904 | LF | 16,027.00 | 16,027.000 | 15,908.000 | 15,908.000 | 3.35 | 53,291.80 | |||
| 0024 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 38.00 | 38.000 | 35.000 | 35.000 | 4.15 | 145.25 | |||
| 0025 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 17.00 | 17.000 | 7.000 | 7.000 | 4.15 | 29.05 | |||
| 0026 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 8.00 | 8.000 | 20.000 | 20.000 | 9.00 | 180.00 | |||
| 0027 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 10.00 | 10.000 | 37.000 | 37.000 | 9.00 | 333.00 | |||
| 0028 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 350.00 | 4,200.00 | |||
| 0029 | REMOVE PAVEMENT | 02091 | SQYD | 3,848.00 | 3,848.000 | 3,848.000 | 3,848.000 | 10.00 | 38,480.00 | |||
| 0030 | PAVED DITCH TYPE 1 | 02157 | SQYD | 107.00 | 107.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0031 | TEMP DITCH | 02159 | LF | 38,356.00 | 38,356.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0032 | CLEAN TEMP DITCH | 02160 | LF | 115,068.00 | 115,068.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0033 | REMOVE PAVED DITCH | 02165 | SQYD | 558.00 | 558.000 | 558.000 | 558.000 | 13.50 | 7,533.00 | |||
| 0034 | ROADWAY EXCAVATION | 02200 | CUYD | 39,493.00 | 39,493.000 | 39,493.000 | 39,493.000 | 20.00 | 789,860.00 | |||
| 0035 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 188.00 | 188.000 | 188.000 | 188.000 | 30.00 | 5,640.00 | |||
| 0036 | GRANULAR EMBANKMENT | 02223 | CUYD | 200.00 | 200.000 | 339.090 | 339.090 | 38.00 | 12,885.42 | |||
| 0037 | BACKFILLING UNDERCUT | 02235 | CUYD | 200.00 | 200.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0038 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0039 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 21.75 | 1,087.50 | |||
| 0040 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,365.00 | 7,095.00 | |||
| 0041 | GUARDRAIL TERMINAL SECTION NO 2 | 02364 | EACH | 5.00 | 5.000 | 4.000 | 1.000 | 5.000 | 35.00 | 140.00 | 175.00 | |
| 0042 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 11.00 | 15.000 | 13.000 | 13.000 | 2,000.00 | 26,000.00 | |||
| 0043 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 12.00 | 16.000 | 14.000 | 14.000 | 600.00 | 8,400.00 | |||
| 0044 | REMOVE GUARDRAIL | 02381 | LF | 7,182.70 | 7,182.700 | 5,072.500 | 5,072.500 | 1.00 | 5,072.50 | |||
| 0045 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 0046 | CHANNEL LINING CLASS II | 02483 | TON | 121.90 | 121.900 | 73.870 | 73.870 | 30.00 | 2,216.10 | |||
| 0047 | CHANNEL LINING CLASS III | 02484 | TON | 33.00 | 33.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0048 | CLEARING AND GRUBBING (APPROXIMATELY 30 ACRES, 7-279) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 290,000.00 | 290,000.00 | |||
| 0049 | CONCRETE-CLASS B | 02555 | CUYD | 194.00 | 194.000 | 194.000 | 194.000 | 330.00 | 64,020.00 | |||
| 0050 | TEMPORARY SIGNS | 02562 | SQFT | 941.50 | 941.500 | 678.100 | 678.100 | 8.00 | 5,424.80 | |||
| 0051 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 227.70 | 227.700 | 7,009.770 | 7,009.770 | 1.60 | 11,215.63 | |||
| 0052 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 200.00 | 200.000 | 3,490.630 | 3,490.630 | 1.35 | 4,712.35 | |||
| 0053 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,652.00 | 2,652.000 | 1,261.100 | 1,261.100 | 2.00 | 2,522.20 | |||
| 0054 | REMOVE HEADWALL | 02625 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 630.00 | 14,490.00 | |||
| 0055 | MAINTAIN & CONTROL TRAFFIC (7-279) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 350,000.00 | 350,000.00 | |||
| 0056 | DIVERSIONS (BY-PASS DETOURS) (#1, 7-279) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0057 | DIVERSIONS (BY-PASS DETOURS) (#2, 7-279) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,200.00 | 6,200.00 | |||
| 0058 | DIVERSIONS (BY-PASS DETOURS) (#3, 7-279) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,200.00 | 8,200.00 | |||
| 0059 | DIVERSIONS (BY-PASS DETOURS) (#4, 7-279) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,300.00 | 14,300.00 | |||
| 0060 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 20,000.00 | 80,000.00 | |||
| 0061 | MOBILIZATION FOR MILL & TEXT (7-279) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0062 | SAFELOADING | 02690 | CUYD | 24.60 | 24.600 | 12.000 | 12.000 | 165.00 | 1,980.00 | |||
| 0063 | TEMP SILT FENCE | 02701 | LF | 38,356.00 | 38,356.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0064 | SILT TRAP TYPE A | 02703 | EACH | 60.00 | 60.000 | 1.000 | 1.000 | 0.01 | 0.01 | |||
| 0065 | SILT TRAP TYPE B | 02704 | EACH | 60.00 | 60.000 | 16.000 | 16.000 | 0.01 | 0.16 | |||
| 0066 | SILT TRAP TYPE C | 02705 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0067 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 180.00 | 180.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0068 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 180.00 | 180.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0069 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 180.00 | 180.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0070 | CLEAN TEMP SILT FENCE | 02709 | LF | 115,068.00 | 115,068.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0071 | STAKING (7-279) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0072 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0073 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 600.00 | 600.000 | 1,180.000 | 1,180.000 | 26.00 | 30,680.00 | |||
| 0074 | TUBULAR MARKERS | 03225 | EACH | 120.00 | 120.000 | 165.000 | 165.000 | 60.00 | 9,900.00 | |||
| 0075 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,653.00 | 6,653.000 | 5,017.160 | 5,017.160 | 1.18 | 5,920.24 | |||
| 0076 | TEMP MULCH | 05952 | SQYD | 288,464.00 | 288,464.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0077 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 85,000.00 | 85,000.000 | 10,185.300 | 10,185.300 | 0.01 | 101.85 | |||
| 0078 | INITIAL FERTILIZER | 05963 | TON | 6.40 | 6.400 | 0.000 | 0.000 | 595.00 | 0.00 | |||
| 0079 | 20-10-10 FERTILIZER | 05964 | TON | 10.70 | 8.290 | 0.000 | 0.000 | 595.00 | 0.00 | |||
| 0080 | SEEDING AND PROTECTION | 05985 | SQYD | 206,184.00 | 206,184.000 | 66,305.640 | 66,305.640 | 0.34 | 22,543.91 | |||
| 0081 | AGRICULTURAL LIMESTONE | 05992 | TON | 127.80 | 127.800 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0082 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 187.00 | 187.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0083 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 88.00 | 88.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0084 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 16,600.00 | 16,600.000 | 24,094.000 | 24,094.000 | 0.19 | 4,577.86 | |||
| 0085 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 57,700.00 | 57,700.000 | 61,933.000 | 61,933.000 | 0.16 | 9,909.28 | |||
| 0086 | PAVE STRIPING-PERM PAINT-4 IN (WHITE) | 06514 | LF | 14,162.00 | 14,907.000 | 23,650.000 | 23,650.000 | 0.19 | 4,493.50 | |||
| 0087 | PAVE STRIPING-PERM PAINT-4 IN (YELLOW) | 06514 | LF | 13,157.00 | 13,157.000 | 20,356.000 | 20,356.000 | 0.19 | 3,867.64 | |||
| 0088 | PAVE STRIPING-PERM PAINT-8 IN (WHITE) | 06516 | LF | 1,430.00 | 1,699.000 | 1,056.000 | 1,056.000 | 0.35 | 369.60 | |||
| 0089 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 14,100.00 | 9,898.000 | 9,898.000 | 9,898.000 | 0.35 | 3,464.30 | |||
| 0090 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,097.00 | 1,097.000 | 45.000 | 45.000 | 2.50 | 112.50 | |||
| 0091 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 255.00 | 255.000 | 285.000 | 285.000 | 7.00 | 1,995.00 | |||
| 0092 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 45.00 | 45.000 | 68.000 | 68.000 | 80.00 | 5,440.00 | |||
| 0093 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 7.00 | 12.000 | 7.000 | 7.000 | 223.00 | 1,561.00 | |||
| 0094 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 287.00 | 6.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0095 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 242.00 | 0.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0096 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 211.00 | 0.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0097 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 160.00 | 160.000 | 160.000 | 160.000 | 8.84 | 1,414.40 | |||
| 0098 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 17,000.00 | 17,000.00 | 17,000.00 | |
| 0099 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 29,000.00 | 0.00 | |||
| 0100 | FUEL ADJUSTMENT | 10020NS | DOLL | 75,396.00 | 75,396.000 | -148,185.510 | -148,185.510 | 1.00 | -148,185.51 | |||
| 0101 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 101,015.00 | 101,015.000 | -284,059.120 | -284,059.120 | 1.00 | -284,059.12 | |||
| 0102 | TEMPORARY MEDIAN CROSSOVER | 20259ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0103 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 3,000.00 | 3,000.000 | 3,484.000 | 3,484.000 | 55.00 | 191,620.00 | |||
| 0104 | FORM LINER | 21342ED | SQFT | 2,514.00 | 2,514.000 | 2,514.000 | 2,514.000 | 14.00 | 35,196.00 | |||
| 0105 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 9,861.00 | 9,861.000 | 9,861.000 | 9,861.000 | 1.00 | 9,861.00 | |||
| 0106 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 3,850.00 | 3,850.000 | 6,424.950 | 4,166.300 | 10,591.250 | 15.98 | 102,670.70 | 169,248.17 | |
| 0107 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,650.00 | 1,650.000 | 1,484.600 | 1,484.600 | 2.25 | 3,340.35 | |||
| 0108 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 4,850.00 | 4,896.000 | 413.340 | 413.340 | 4.65 | 1,922.03 | |||
| 0109 | CONC MED BAR END FOR CRASH CUSHION TY IX | 24035EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,364.92 | 2,364.92 | |||
| 0110 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 12,953.00 | 11,770.000 | 11,770.000 | 11,770.000 | 0.24 | 2,824.80 | |||
| 0111 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 9,069.00 | 5,055.000 | 5,055.000 | 5,055.000 | 0.24 | 1,213.20 | |||
| 0112 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 4,162.00 | 1,439.000 | 1,439.000 | 1,439.000 | 0.24 | 345.36 | |||
| 8014 | CRASH CUSHION TYPE IX | 02929 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 6,399.33 | 25,597.32 | |||
| 8023 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 8036 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 8040 | INLAID PAVEMENT MARKER | 24489EC | EACH | 0.00 | 740.000 | 893.000 | 893.000 | 38.50 | 34,380.50 | |||
| 8045 | EW~ Remove & Replace Existing Cable Barrier End Anchor | 10094NX | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 8053 | STANDARD CURB AND GUTTER | 01810 | LF | 0.00 | 490.000 | 0.000 | 0.000 | 23.22 | 0.00 | |||
| 8059 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | LF | 0.00 | 250.000 | 250.000 | 250.000 | 2.63 | 657.50 | |||
| 8060 | PAVE STRIPING-THERMO-4 IN Y CAT TRAXX | 06541 | LF | 0.00 | 139.000 | 139.000 | 139.000 | 4.20 | 583.80 | |||
| 8061 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 231.00 | 1,848.00 | |||
| 8062 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 126.00 | 1,008.00 | |||
| 8066 | NON-SPEC MATERIAL Chain Link Fence | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0003 DRAINAGEVERSAILES ROAD INTERCHANGE | |||||||
| 0113 | CULVERT PIPE-18 IN | 00462 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 75.00 | 6,525.00 | |||
| 0114 | CULVERT PIPE-24 IN | 00464 | LF | 476.00 | 421.000 | 370.000 | 370.000 | 85.00 | 31,450.00 | |||
| 0115 | CULVERT PIPE-30 IN | 00466 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0116 | CULVERT PIPE-42 IN | 00469 | LF | 24.00 | 24.000 | 29.500 | 29.500 | 230.00 | 6,785.00 | |||
| 0117 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 48.00 | 48.000 | 64.000 | 64.000 | 200.00 | 12,800.00 | |||
| 0118 | STORM SEWER PIPE-15 IN | 00521 | LF | 744.00 | 744.000 | 657.000 | 657.000 | 55.00 | 36,135.00 | |||
| 0119 | STORM SEWER PIPE-18 IN | 00522 | LF | 76.00 | 76.000 | 163.000 | 163.000 | 60.00 | 9,780.00 | |||
| 0120 | STORM SEWER PIPE-24 IN | 00524 | LF | 192.00 | 192.000 | 192.000 | 192.000 | 75.00 | 14,400.00 | |||
| 0121 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,150.00 | 2,300.00 | |||
| 0122 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 0123 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,785.00 | 0.00 | |||
| 0124 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,933.64 | 1,933.64 | |||
| 0125 | METAL END SECTION TY 1-24 IN | 01373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0126 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 0127 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,685.00 | 5,055.00 | |||
| 0128 | SLOPED BOX OUTLET TYPE 1-24 IN EQUIVALENT | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,525.00 | 2,525.00 | |||
| 0129 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,050.00 | 8,200.00 | |||
| 0130 | CURB BOX INLET TYPE A | 01456 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,750.00 | 14,250.00 | |||
| 0131 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
| 0132 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,535.00 | 17,675.00 | |||
| 0133 | DROP BOX INLET TYPE 13G | 01559 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,035.00 | 9,105.00 | |||
| 0134 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 885.00 | 1,770.00 | |||
| 0135 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 465.00 | 465.00 | |||
| 0136 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,715.00 | 2,715.00 | |||
| 0137 | JUNCTION BOX-MOD | 01651 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 0138 | ADJUST INLET | 01719 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,630.00 | 4,890.00 | |||
| 0139 | RECONSTRUCT INLET | 01720 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,385.00 | 4,770.00 | |||
| 0140 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 180.00 | 180.000 | 236.000 | 236.000 | 400.00 | 94,400.00 | |||
| 0141 | DROP BOX INLET-MOD | 22628NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,980.00 | 0.00 | |||
| 0142 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 76.00 | 76.000 | 0.000 | 0.000 | 407.00 | 0.00 | |||
| 0143 | HEADWALL (DOUBLE STANDARD, 24") | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 8032 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 0.00 | 144.000 | 144.000 | 144.000 | 171.35 | 24,674.40 | |||
| 8033 | PIPE CULVERT HEADWALL-36 IN EQUIV | 01213 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 5,495.00 | 10,990.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0004 BRIDGE - RAMP G OVER US 60 (VERSAILLES ROAD) DWG. 27087 | |||||||
| 0144 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 187.00 | 187.000 | 326.350 | 326.350 | 40.00 | 13,054.00 | |||
| 0145 | MASONRY COATING | 02998 | SQYD | 632.00 | 632.000 | 632.000 | 632.000 | 8.00 | 5,056.00 | |||
| 0146 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 64.90 | 64.900 | 64.900 | 64.900 | 62.00 | 4,023.80 | |||
| 0147 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 152.00 | 152.000 | 150.060 | 150.060 | 25.00 | 3,751.50 | |||
| 0148 | TEST PILES | 08033 | LF | 63.00 | 63.000 | 60.000 | 60.000 | 47.00 | 2,820.00 | |||
| 0149 | PILES-STEEL HP12X53 | 08046 | LF | 344.00 | 344.000 | 320.920 | 320.920 | 47.00 | 15,083.24 | |||
| 0150 | PILE POINTS-12 IN | 08094 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 110.00 | 1,650.00 | |||
| 0151 | CONCRETE-CLASS A | 08100 | CUYD | 183.10 | 183.100 | 183.100 | 183.100 | 575.00 | 105,282.50 | |||
| 0152 | CONCRETE-CLASS AA | 08104 | CUYD | 272.80 | 273.300 | 273.300 | 273.300 | 690.00 | 188,577.00 | |||
| 0153 | STEEL REINFORCEMENT | 08150 | LB | 50,860.00 | 50,860.000 | 50,860.000 | 50,860.000 | 0.95 | 48,317.00 | |||
| 0154 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 71,167.00 | 71,224.000 | 71,224.000 | 71,224.000 | 1.00 | 71,224.00 | |||
| 0155 | STRUCTURAL STEEL (APPROXIMATELY 304,369 LBS.) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 829,000.00 | 829,000.00 | |||
| 0156 | SHEAR CONNECTORS (APPROXIMATELY 5,442 LBS) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,000.00 | 47,000.00 | |||
| 0157 | CLEAN & PAINT STRUCTURAL STEEL | 08434 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0158 | ROCK SOUNDINGS | 20745ED | LF | 78.00 | 78.000 | 87.100 | 87.100 | 80.00 | 6,968.00 | |||
| 0159 | ROCK CORINGS | 20746ED | LF | 90.00 | 90.000 | 161.300 | 161.300 | 130.00 | 20,969.00 | |||
| 0160 | FORM LINER | 21342ED | SQFT | 724.00 | 724.000 | 724.000 | 724.000 | 13.00 | 9,412.00 | |||
| 0161 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 78.00 | 73.310 | 64.140 | 64.140 | 1,100.00 | 70,554.00 | |||
| 0162 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 60.00 | 60.000 | 54.280 | 54.280 | 1,100.00 | 59,708.00 | |||
| 0163 | RAIL SYSTEM TYPE III | 21532ED | LF | 615.00 | 615.000 | 615.000 | 615.000 | 75.00 | 46,125.00 | |||
| 8038 | CONDUIT-3 IN | 04797 | LF | 0.00 | 312.000 | 312.000 | 312.000 | 21.25 | 6,630.00 | |||
| 8039 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 725.00 | 725.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0005 BRIDGE - REPAIRS TO KY 4 OVER US 60 STA.535+32.56 | |||||||
| 0164 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 31.00 | 31.000 | 31.000 | 31.000 | 310.00 | 9,610.00 | |||
| 0165 | MASONRY COATING | 02998 | SQYD | 489.00 | 489.000 | 489.000 | 489.000 | 8.00 | 3,912.00 | |||
| 0166 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 161.00 | 161.000 | 186.000 | 186.000 | 350.00 | 65,100.00 | |||
| 0167 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 161.00 | 161.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
| 0168 | CONCRETE-CLASS A | 08100 | CUYD | 124.20 | 124.200 | 124.200 | 124.200 | 345.00 | 42,849.00 | |||
| 0169 | CONCRETE-CLASS AA | 08104 | CUYD | 50.30 | 50.300 | 0.000 | 0.000 | 705.00 | 0.00 | |||
| 0170 | STEEL REINFORCEMENT | 08150 | LB | 5,078.00 | 5,078.000 | 5,078.000 | 5,078.000 | 0.95 | 4,824.10 | |||
| 0171 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 3,130.00 | 3,130.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0172 | CLEAN & PAINT STRUCTURAL STEEL | 08434 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 570,000.00 | 570,000.00 | |||
| 0173 | JACK & SUPPORT BRIDGE SPAN | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0174 | BEARING REPLACEMENT | 21969NN | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 1,500.00 | 33,000.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0006 BRIDGE - RAMP A RETAINING WALL - DWG. 27199 | |||||||
| 0175 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0176 | CONCRETE-CLASS A | 08100 | CUYD | 94.30 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0177 | STEEL REINFORCEMENT | 08150 | LB | 8,659.00 | 0.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 0178 | GRANULAR BACKFILL | 24596EN | CUYD | 428.00 | 0.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 8005 | RETAINING WALL- MODULAR CONCRETE KEYSTONE | 21496ED | SQFT | 0.00 | 1,125.000 | 1,125.000 | 1,125.000 | 83.60 | 94,056.39 | |||
| 8064 | REPAIR RETAINING WALL | 24522EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,150.98 | 5,150.98 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0007 BRIDGE - RAMP C RETAINING WALL - DWG. 27200 | |||||||
| 0179 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0180 | CONCRETE-CLASS A | 08100 | CUYD | 245.00 | 245.000 | 313.500 | 313.500 | 465.00 | 145,777.50 | |||
| 0181 | STEEL REINFORCEMENT | 08150 | LB | 23,500.00 | 23,500.000 | 27,816.800 | 27,816.800 | 0.95 | 26,425.96 | |||
| 0182 | GRANULAR BACKFILL | 24596EN | CUYD | 1,101.00 | 1,101.000 | 997.570 | 997.570 | 42.00 | 41,897.94 | |||
| 8007 | FORM LINER RAMP C | 21342ED | SQFT | 0.00 | 3,067.000 | 3,067.000 | 3,067.000 | 11.38 | 34,902.46 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0008 BRIDGE - RAMP D RETAINING WALL -DWG. 27201 | |||||||
| 0183 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0184 | CONCRETE-CLASS A | 08100 | CUYD | 161.00 | 161.000 | 161.000 | 161.000 | 410.00 | 66,010.00 | |||
| 0185 | STEEL REINFORCEMENT | 08150 | LB | 14,600.00 | 14,600.000 | 14,600.000 | 14,600.000 | 0.95 | 13,870.00 | |||
| 0186 | GRANULAR BACKFILL | 24596EN | CUYD | 542.00 | 542.000 | 497.060 | 497.060 | 42.00 | 20,876.52 | |||
| 8008 | FORM LINER RAMP D | 21342ED | SQFT | 0.00 | 1,953.000 | 1,953.000 | 1,953.000 | 11.38 | 22,225.14 | |||
| 8065 | MASONRY COATING | 02998 | SQYD | 0.00 | 178.891 | 178.891 | 178.891 | 8.00 | 1,431.12 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0009 BRIDGE - RAMP E SOIL NAIL RETAINING WALL - DWG. 27202 | |||||||
| 0187 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,000.00 | 48,000.00 | |||
| 0188 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0189 | SOIL NAIL WALL | 20603ED | SQFT | 3,372.00 | 3,372.000 | 3,443.000 | 3,443.000 | 97.00 | 333,971.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0010 BRIDGE - RAMP G RETAINING WALL - DWG. 27136 | |||||||
| 0190 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,500.00 | 21,500.00 | |||
| 0191 | CONCRETE-CLASS A | 08100 | CUYD | 942.00 | 942.000 | 922.500 | 922.500 | 270.00 | 249,075.00 | |||
| 0192 | STEEL REINFORCEMENT | 08150 | LB | 127,000.00 | 127,000.000 | 124,371.450 | 124,371.450 | 0.95 | 118,152.87 | |||
| 0193 | GRANULAR BACKFILL | 24596EN | CUYD | 6,122.00 | 6,122.000 | 5,295.732 | 5,295.732 | 42.00 | 222,420.74 | |||
| 8006 | FORM LINER RAMP G | 21342ED | SQFT | 0.00 | 6,715.000 | 6,715.000 | 6,715.000 | 11.38 | 76,416.70 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0011 SEWER VERSAILES ROAD INTERCHANGE | |||||||
| 0194 | STEEL ENCASEMENT PIPE-8 IN | 01065 | LF | 256.00 | 256.000 | 267.000 | 267.000 | 34.00 | 9,078.00 | |||
| 0195 | STEEL ENCASEMENT PIPE-10 IN | 01067 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 48.00 | 7,200.00 | |||
| 0196 | BEND 11.25 DEG 4 IN | 03537 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 365.00 | 1,460.00 | |||
| 0197 | BEND 11.25 DEG 6 IN | 03538 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 740.00 | 1,480.00 | |||
| 0198 | BEND 22.50 DEG 4 IN | 03544 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 380.00 | 1,140.00 | |||
| 0199 | BEND 22.50 DEG 6 IN | 03545 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 575.00 | 1,725.00 | |||
| 0200 | BEND 45 DEG 4 IN | 03553 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 375.00 | 375.00 | |||
| 0201 | BEND 45 DEG 6 IN | 03554 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 0202 | BEND 90 DEG 4 IN | 03559 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 366.00 | 732.00 | |||
| 0203 | BEND 90 DEG 6 IN | 03560 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 560.00 | 1,120.00 | |||
| 0204 | DRAIN ASSEMBLY (4") | 20154ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,750.00 | 8,250.00 | |||
| 0205 | DRAIN ASSEMBLY (6") | 20154ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,780.00 | 11,340.00 | |||
| 0206 | TIE-IN TO FORCE MAIN | 21353ND | EACH | 4.00 | 8.000 | 8.000 | 8.000 | 3,400.00 | 27,200.00 | |||
| 0207 | AIR RELEASE VALVE ASSEMBLY (4") | 22082NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
| 0208 | AIR RELEASE VALVE ASSEMBLY (6") | 22082NN | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 3,925.00 | 11,775.00 | |||
| 0209 | BORE & JACK ENCASEMENT PIPE-INSTALL (8") | 22960ED | LF | 256.00 | 256.000 | 267.000 | 267.000 | 61.00 | 16,287.00 | |||
| 0210 | PVC FORCE MAIN-6 IN | 22984EN | LF | 3,291.00 | 3,857.000 | 3,869.000 | 3,869.000 | 26.50 | 102,528.50 | |||
| 0211 | PVC FORCE MAIN-4 IN-INSTALL | 23528EC | LF | 2,823.00 | 2,823.000 | 2,986.000 | 2,986.000 | 18.25 | 54,494.50 | |||
| 0212 | BORE AND JACK PIPE-10 IN | 24149EC | LF | 150.00 | 150.000 | 150.000 | 150.000 | 110.00 | 16,500.00 | |||
| 0213 | REMOVE (6" FORCE MAIN) | 24544EC | LF | 180.00 | 746.000 | 706.000 | 706.000 | 12.00 | 8,472.00 | |||
| 8043 | MOBILIZATION FOR FORCE MAIN RELOCATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,768.57 | 9,768.57 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0012 SIGNING VERSAILES ROAD INTERCHANGE | |||||||
| 0214 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,164.00 | 2,967.000 | 3,009.000 | 3,009.000 | 16.99 | 51,122.91 | |||
| 0215 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 428.00 | 428.000 | 499.550 | 499.550 | 10.00 | 4,995.50 | |||
| 0216 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 673.00 | 673.000 | 172.000 | 172.000 | 12.20 | 2,098.40 | |||
| 0217 | STEEL POST TYPE 1 | 06410 | LF | 1,715.00 | 1,715.000 | 1,093.000 | 1,093.000 | 11.89 | 12,995.77 | |||
| 0218 | GMSS GALV STEEL TYPE C | 06441 | LB | 454.00 | 1,210.000 | 822.060 | 822.060 | 3.71 | 3,049.84 | |||
| 0219 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 5.00 | 13.000 | 4.000 | 4.000 | 137.09 | 548.36 | |||
| 0220 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 6.00 | 74.240 | 74.478 | 74.478 | 442.91 | 32,987.05 | |||
| 0221 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 228.00 | 6,463.000 | 7,320.695 | 7,320.695 | 2.00 | 14,641.39 | |||
| 0222 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 277.00 | 277.00 | |||
| 0223 | ROADWAY CROSS SECTION | 20419ND | EACH | 3.00 | 6.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0224 | BARRIER WALL POST | 20912ND | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0225 | REMOVE SIGN | 21373ND | EACH | 13.00 | 16.000 | 14.000 | 14.000 | 120.00 | 1,680.00 | |||
| 0226 | GMSS TYPE D | 21596ND | EACH | 16.00 | 16.000 | 2.000 | 2.000 | 318.65 | 637.30 | |||
| 0227 | BARCODE SIGN INVENTORY | 24631EC | EACH | 122.00 | 128.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8011 | REMOVE AND RELOCATE SIGN ASSEMBLY Overhead | 22400NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,623.63 | 5,247.26 | |||
| 8034 | OSS ALUMINUM 140 FT TRUSS | 06471 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 93,810.75 | 187,621.50 | |||
| 8035 | MAINTAIN & CONTROL TRAFFIC FOR OSS ALUMINUM 140 FT TRUSS INSTALLATION | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 14,244.00 | 14,244.00 | |||
| 8041 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,648.00 | 2,648.00 | |||
| 8044 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0013 SIGNALIZATION VERSAILES ROAD INTERCHANGE | |||||||
| 0228 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 9.10 | 728.00 | |||
| 0229 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 210.000 | 210.000 | 13.15 | 2,761.50 | |||
| 0230 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 652.00 | 2,608.00 | |||
| 0231 | TRENCHING AND BACKFILLING | 04820 | LF | 170.00 | 170.000 | 230.000 | 230.000 | 4.50 | 1,035.00 | |||
| 0232 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0233 | LOOP WIRE | 04830 | LF | 7,278.00 | 7,278.000 | 6,164.000 | 6,164.000 | 0.60 | 3,698.40 | |||
| 0234 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,250.00 | 2,250.000 | 2,235.000 | 2,235.000 | 1.60 | 3,576.00 | |||
| 0235 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,280.00 | 2,280.000 | 1,929.000 | 1,929.000 | 10.00 | 19,290.00 | |||
| 0236 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 686.00 | 1,372.00 | |||
| 0237 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 354.00 | 1,416.00 | |||
| 0238 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 725.00 | 1,450.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0014 LIGHTING VERSAILES ROAD INTERCHANGE | |||||||
| 0239 | POLE 30 FT MTG HT | 04700 | EACH | 49.00 | 49.000 | 49.000 | 49.000 | 858.00 | 42,042.00 | |||
| 0240 | POLE 40 FT MTG HT | 04701 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 1,003.00 | 44,132.00 | |||
| 0241 | BRACKET 4 FT | 04720 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 171.00 | 1,539.00 | |||
| 0242 | BRACKET 6 FT | 04721 | EACH | 53.00 | 53.000 | 53.000 | 53.000 | 178.00 | 9,434.00 | |||
| 0243 | BRACKET 10 FT | 04723 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 296.00 | 5,328.00 | |||
| 0244 | BRACKET 15 FT | 04725 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 370.00 | 5,180.00 | |||
| 0245 | POLE BASE | 04740 | EACH | 92.00 | 92.000 | 92.000 | 92.000 | 961.00 | 88,412.00 | |||
| 0246 | TRANSFORMER BASE | 04750 | EACH | 92.00 | 92.000 | 92.000 | 92.000 | 346.00 | 31,832.00 | |||
| 0247 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 18,532.00 | 37,064.00 | |||
| 0248 | FUSED CONNECTOR KIT | 04780 | EACH | 190.00 | 190.000 | 190.000 | 190.000 | 100.00 | 19,000.00 | |||
| 0249 | CONDUIT-3 IN | 04797 | LF | 1,380.00 | 1,380.000 | 1,380.000 | 1,380.000 | 21.25 | 29,325.00 | |||
| 0250 | MARKER | 04800 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 275.00 | 550.00 | |||
| 0251 | TRENCHING AND BACKFILLING | 04820 | LF | 17,030.00 | 17,030.000 | 18,322.000 | 18,322.000 | 4.50 | 82,449.00 | |||
| 0252 | WIRE-NO. 12 | 04832 | LF | 13,435.00 | 13,435.000 | 13,435.000 | 13,435.000 | 0.57 | 7,657.95 | |||
| 0253 | WIRE-NO. 8 | 04833 | LF | 1,050.00 | 1,050.000 | 1,014.000 | 1,014.000 | 0.97 | 983.58 | |||
| 0254 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 20,390.00 | 20,390.000 | 20,413.000 | 20,413.000 | 3.37 | 68,791.81 | |||
| 0255 | REMOVE LIGHTING (7-279) | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0256 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 725.00 | 15,225.00 | |||
| 0257 | BORE AND JACK CONDUIT | 21543EN | LF | 1,245.00 | 1,675.000 | 1,675.000 | 1,675.000 | 27.00 | 45,225.00 | |||
| 0258 | LED LUMINAIRE | 24589ED | EACH | 94.00 | 94.000 | 94.000 | 94.000 | 961.00 | 90,334.00 | |||
| 8013 | TEMPORARY LIGHTING | 20454NS835 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 151,229.10 | 151,229.10 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0015 LANDSCAPING VERSAILES ROAD INTERCHANGE | |||||||
| 0259 | TREE (EUROPEAN CRANBERRY VIBURNUM) | 20000ES724 | EACH | 251.00 | 251.000 | 251.000 | 251.000 | 110.00 | 27,610.00 | |||
| 0260 | PIN OAK | 20511NS724 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 525.00 | 23,100.00 | |||
| 0261 | NORWAY SPRUCE | 21426NS724 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 350.00 | 14,700.00 | |||
| 0262 | GREY OWL JUNIPER | 21429NS724 | EACH | 506.00 | 506.000 | 506.000 | 506.000 | 70.00 | 35,420.00 | |||
| 0263 | WOOD PLANK FENCE | 22000ED | LF | 435.00 | 435.000 | 434.000 | 434.000 | 18.50 | 8,029.00 | |||
| 0264 | HAWTHORN (WINTER KING) | 24394ES724 | EACH | 133.00 | 133.000 | 133.000 | 133.000 | 350.00 | 46,550.00 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0016 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0265 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 528,800.32 | 528,800.32 | |||
| 0266 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 196,443.58 | 147,332.68 | |||
| Project | DE03400041490 | Fed/State Project Number | NHPP 2682 (014) | Category | 0017 TRAINEES VERSAILES ROAD INTERCHANGE | |||||||
| 0267 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $119,810.70 |
$12,750,688.21 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0224-1-0I |
STEEL, STRUCTURAL | EACH |
10.00 | 0018 | $180.00000 | $1,800.00 | ||||||
0099-1-0I |
CR CUSH VI CL C | EACH |
6.00 | 0022 | $17812.500000 | $106,875.00 | ||||||
0247-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0023 | $5296.500000 | $10,593.00 | ||||||
0230-2-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0025 | $47.580000 | $237.90 | ||||||
0230-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0025 | $54.370000 | $271.85 | ||||||
0238-2-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0025 | $70.230000 | $140.46 | ||||||
0238-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0025 | $90.050000 | $180.10 | ||||||
0258-1-0I |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0030 | $462.180000 | $5,546.16 | ||||||
0099-1-0A |
CR CUSH VI CL C | EACH |
-2.00 | 0022 | $17812.500000 | $35,625.00 | ||||||
0238-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0037 | $70.230000 | $-140.46 | ||||||
0238-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0037 | $90.050000 | $-180.10 | ||||||
0247-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0038 | $5296.500000 | $-5,296.50 | ||||||
0258-1-0A |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0041 | $462.180000 | $-5,546.16 | ||||||
0247-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $5296.500000 | $-5,296.50 | ||||||
0230-2-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0053 | $47.580000 | $-190.32 | ||||||
0230-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0053 | $54.370000 | $-217.48 | ||||||
0099-10C |
CR CUSH VI CL C | EACH |
0.00 | 0066 | $17812.500000 | $-142,500.00 | ||||||
| SUBTOT | $1,901.95 |
|||||||||||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | 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 | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0001 PAVING | |||||||
| 0001 | DGA BASE | 00001 | TON | 91,608.00 | 91,608.000 | 92,304.190 | 92,304.190 | 22.00 | 2,030,692.18 | |||
| 0002 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 17,410.00 | 16,777.310 | 15,213.300 | 15,213.300 | 56.90 | 865,636.77 | |||
| 0003 | TRAFFIC BOUND BASE | 00020 | TON | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0004 | ASPHALT SEAL AGGREGATE | 00100 | TON | 287.00 | 287.000 | 275.800 | 275.800 | 80.00 | 22,064.00 | |||
| 0005 | ASPHALT SEAL COAT | 00103 | TON | 38.00 | 38.000 | 33.090 | 33.090 | 900.00 | 29,781.00 | |||
| 0006 | LEVELING & WEDGING PG64-22 | 00190 | TON | 10,280.00 | 13,796.800 | 13,859.420 | 13,859.420 | 68.00 | 942,440.56 | |||
| 0007 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 69.00 | 69.000 | 1,119.020 | 1,119.020 | 68.00 | 76,093.36 | |||
| 0008 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 42,930.00 | 42,930.000 | 37,901.350 | 37,901.350 | 68.00 | 2,577,291.80 | |||
| 0009 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 4,755.00 | 4,755.000 | 6,031.940 | 6,031.940 | 78.00 | 470,491.32 | |||
| 0010 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 36,798.00 | 36,798.000 | 44,369.490 | 44,369.490 | 68.00 | 3,017,125.32 | |||
| 0011 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 16,346.00 | 16,346.000 | 19,533.480 | 19,533.480 | 78.00 | 1,523,611.44 | |||
| 0012 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 43.00 | 43.000 | 79.110 | 79.110 | 90.00 | 7,119.90 | |||
| 0013 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 1,611.00 | 1,611.000 | 3,164.090 | 3,164.090 | 90.00 | 284,768.10 | |||
| 0014 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 4,061.00 | 4,061.000 | 3,792.020 | 3,792.020 | 82.00 | 310,945.64 | |||
| 0015 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 6,794.00 | 6,794.000 | 6,960.180 | 6,960.180 | 90.00 | 626,416.20 | |||
| 0016 | JPC PAVEMENT-10 IN | 02069 | SQYD | 1,740.00 | 1,740.000 | 1,740.000 | 1,740.000 | 69.00 | 120,060.00 | |||
| 0017 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 23,306.00 | 26,875.400 | 27,925.470 | 27,925.470 | 12.50 | 349,068.37 | |||
| 0018 | HIGH STRENGTH GEOTEXTILE FABRIC | 22861EN | SQYD | 163,208.00 | 166,008.000 | 162,500.001 | 162,500.001 | 3.50 | 568,750.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -4,450.000 | -4,450.000 | 1.00 | -4,450.00 | |||
| 8042 | NON-SPEC MATERIAL Deficient Concrete Cover | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8063 | EW~ ASPH DRAINAGE RELIEF JOINT | 10093EX | LF | 0.00 | 200.000 | 400.000 | 0.000 | 400.000 | 180.00 | 72,000.00 | 72,000.00 | |
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0002 ROADWAY | |||||||
| 0019 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 6,200.00 | 6,200.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,182.00 | 10,992.000 | 10,774.600 | 10,774.600 | 25.00 | 269,365.00 | |||
| 0021 | REMOVE PIPE | 01310 | LF | 390.00 | 390.000 | 390.000 | 390.000 | 15.00 | 5,850.00 | |||
| 0022 | REMOVE JUNCTION BOX | 01655 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 0023 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| 0024 | REMOVE INLET | 01718 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 1,250.00 | 26,250.00 | |||
| 0025 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 0026 | REMOVE MANHOLE | 01787 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0027 | ISLAND CURB AND GUTTER | 01825 | LF | 242.00 | 242.000 | 237.000 | 237.000 | 29.00 | 6,873.00 | |||
| 0028 | BARRIER HEADER CURB | 01880 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0029 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 1,078.00 | 1,078.000 | 1,071.500 | 1,071.500 | 20.50 | 21,965.75 | |||
| 0030 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 195.00 | 195.000 | 121.000 | 121.000 | 4.15 | 502.15 | |||
| 0031 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 1,129.00 | 1,129.000 | 699.000 | 699.000 | 7.00 | 4,893.00 | |||
| 0032 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 4,796.00 | 4,796.000 | 3,493.000 | 3,493.000 | 7.00 | 24,451.00 | |||
| 0033 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 47,200.00 | 47,200.000 | 35,200.000 | 35,200.000 | 4.00 | 140,800.00 | |||
| 0034 | BARRICADE-TYPE III | 02014 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 350.00 | 9,800.00 | |||
| 0035 | REMOVE PAVEMENT | 02091 | SQYD | 2,625.00 | 2,625.000 | 2,625.000 | 2,625.000 | 10.00 | 26,250.00 | |||
| 0036 | TEMP DITCH | 02159 | LF | 20,664.00 | 20,664.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0037 | CLEAN TEMP DITCH | 02160 | LF | 61,992.00 | 61,992.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0038 | REMOVE PAVED DITCH | 02165 | SQYD | 190.00 | 190.000 | 1,802.000 | 1,802.000 | 13.50 | 24,327.00 | |||
| 0039 | ROADWAY EXCAVATION | 02200 | CUYD | 157,008.00 | 178,762.000 | 178,762.000 | 178,762.000 | 20.00 | 3,575,240.00 | |||
| 0040 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 387.00 | 387.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0041 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,536.00 | 3,536.000 | 6,751.861 | 6,751.861 | 38.00 | 256,570.71 | |||
| 0042 | WATER | 02242 | MGAL | 1,957.00 | 1,957.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0043 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,694.00 | 2,694.000 | 2,240.000 | 2,240.000 | 4.85 | 10,864.00 | |||
| 0044 | FENCE-6 FT CHAIN LINK | 02274 | LF | 585.00 | 585.000 | 695.000 | 695.000 | 23.68 | 16,457.60 | |||
| 0045 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 9,456.00 | 9,456.000 | -6,350.500 | 9,456.300 | 3,105.800 | 14.80 | -93,987.40 | 45,965.84 | |
| 0046 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,365.00 | 23,650.00 | |||
| 0047 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 4.000 | 6.000 | 10.000 | 2,000.00 | 8,000.00 | 20,000.00 | |
| 0048 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 600.00 | 7,800.00 | |||
| 0049 | REMOVE GUARDRAIL | 02381 | LF | 9,122.00 | 9,122.000 | 7,590.000 | 7,590.000 | 1.00 | 7,590.00 | |||
| 0050 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 400.00 | 2,800.00 | |||
| 0051 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 1.000 | 8.000 | 9.000 | 1,860.00 | 1,860.00 | 16,740.00 | |
| 0052 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 85.00 | 765.00 | |||
| 0053 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 64.00 | 576.00 | |||
| 0054 | CAP INLET | 02478 | SQYD | 1.00 | 1.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0055 | CHANNEL LINING CLASS II | 02483 | TON | 3,056.00 | 3,056.000 | 2,030.420 | 2,030.420 | 30.00 | 60,912.60 | |||
| 0056 | CHANNEL LINING CLASS III | 02484 | TON | 2,315.00 | 2,315.000 | 1,191.540 | 1,191.540 | 35.00 | 41,703.90 | |||
| 0057 | CLEARING AND GRUBBING (APPROXIMATELY 83.3 ACRES, 7-113.01) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 460,000.00 | 460,000.00 | |||
| 0058 | CONCRETE-CLASS B | 02555 | CUYD | 262.70 | 262.700 | 213.000 | 213.000 | 330.00 | 70,290.00 | |||
| 0059 | TEMPORARY SIGNS | 02562 | SQFT | 1,771.10 | 1,771.100 | 4,845.700 | 4,845.700 | 8.00 | 38,765.60 | |||
| 0060 | DELINEATOR POSTS | 02567 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 40.00 | 1,600.00 | |||
| 0061 | EDGE KEY | 02585 | LF | 64.00 | 64.000 | 166.000 | 166.000 | 80.00 | 13,280.00 | |||
| 0062 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 500.00 | 500.000 | 20,731.210 | 20,731.210 | 1.60 | 33,169.93 | |||
| 0063 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 46,500.00 | 91,500.000 | 50,831.671 | 50,831.671 | 1.35 | 68,622.75 | |||
| 0064 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 42,500.00 | 42,500.000 | 10,243.580 | 10,243.580 | 2.00 | 20,487.16 | |||
| 0065 | REMOVE HEADWALL | 02625 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 630.00 | 11,340.00 | |||
| 0066 | MAINTAIN & CONTROL TRAFFIC (7-113.01) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 650,000.00 | 650,000.00 | |||
| 0067 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 20,000.00 | 160,000.00 | |||
| 0068 | MOBILIZATION FOR MILL & TEXT (7-113.01) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0069 | SAFELOADING | 02690 | CUYD | 136.20 | 136.200 | 94.300 | 94.300 | 165.00 | 15,559.50 | |||
| 0070 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 48,700.00 | 48,700.000 | 52,263.000 | 52,263.000 | 0.17 | 8,884.71 | |||
| 0071 | TEMP SILT FENCE | 02701 | LF | 20,664.00 | 20,664.000 | 2,485.000 | 2,485.000 | 1.95 | 4,845.75 | |||
| 0072 | SILT TRAP TYPE A | 02703 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0073 | SILT TRAP TYPE B | 02704 | EACH | 74.00 | 74.000 | 15.000 | 15.000 | 0.01 | 0.15 | |||
| 0074 | SILT TRAP TYPE C | 02705 | EACH | 74.00 | 74.000 | 3.000 | 3.000 | 0.01 | 0.03 | |||
| 0075 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 222.00 | 222.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0076 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 222.00 | 222.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0077 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 222.00 | 222.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0078 | CLEAN TEMP SILT FENCE | 02709 | LF | 61,992.00 | 61,992.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0079 | STAKING (7-113.01) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
| 0080 | REMOVE STRUCTURE (TWIN BRIDGES OVER ALEXANDRIA DRIVE, STA | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0081 | REMOVE STRUCTURE (TWIN BRIDGES OVER RJ CORMAN RAILROAD, S | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 163,000.00 | 163,000.00 | |||
| 0082 | REMOVE STRUCTURE (SINGLE BRIDGE OVER NEW CIRCLE ROAD, STA | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0083 | REMOVE STRUCTURE (TWIN BRIDGES OVER RJ CORMAN RAILROAD, S | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 165,000.00 | 165,000.00 | |||
| 0084 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 25,640.00 | 25,640.000 | 28,605.000 | 28,605.000 | 26.00 | 743,730.00 | |||
| 0085 | CLEAN ROADWAY DRAINS | 03260 | EACH | 11.00 | 11.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0086 | CONDUIT-1 1/4 IN (REVISED: 11-7-14) | 04793 | LF | 240.00 | 240.000 | 240.000 | 240.000 | 9.10 | 2,184.00 | |||
| 0087 | CONDUIT-2 IN (REVISED: 11-7-14) | 04795 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 13.15 | 789.00 | |||
| 0088 | ELECTRICAL JUNCTION BOX | 04810 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0089 | TRENCHING AND BACKFILLING (REVISED: 11-7-14) | 04820 | LF | 270.00 | 13,630.000 | 11,191.000 | 11,191.000 | 4.50 | 50,359.50 | |||
| 0090 | PIEZOELECTRIC SENSOR (REVISED: 11-7-14) | 04829 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 1,500.00 | 27,000.00 | |||
| 0091 | LOOP WIRE (REVISED: 11-7-14) | 04830 | LF | 8,850.00 | 8,850.000 | 4,576.000 | 4,576.000 | 0.60 | 2,745.60 | |||
| 0092 | LOOP SAW SLOT AND FILL (REVISED: 11-7-14) | 04895 | LF | 1,695.00 | 1,695.000 | 910.000 | 910.000 | 10.00 | 9,100.00 | |||
| 0093 | EROSION CONTROL BLANKET | 05950 | SQYD | 7,825.00 | 7,825.000 | 9,229.000 | 9,229.000 | 1.18 | 10,890.22 | |||
| 0094 | TEMP MULCH | 05952 | SQYD | 403,293.00 | 403,293.000 | 201,646.500 | 201,646.500 | 0.01 | 2,016.46 | |||
| 0095 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 10,163.00 | 10,163.000 | 3,823.040 | 3,823.040 | 0.01 | 38.23 | |||
| 0096 | INITIAL FERTILIZER | 05963 | TON | 7.00 | 7.000 | 4.030 | 4.030 | 595.00 | 2,397.85 | |||
| 0097 | 20-10-10 FERTILIZER | 05964 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 595.00 | 0.00 | |||
| 0098 | SEEDING AND PROTECTION | 05985 | SQYD | 203,261.00 | 203,261.000 | 168,973.310 | 168,973.310 | 0.34 | 57,450.92 | |||
| 0099 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 53,600.00 | 53,600.000 | 27,784.000 | 27,784.000 | 0.19 | 5,278.96 | |||
| 0100 | AGRICULTURAL LIMESTONE | 05992 | TON | 126.00 | 126.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0101 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 275,184.00 | 358,454.000 | 521,953.000 | 521,953.000 | 0.16 | 83,512.48 | |||
| 0102 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,563.00 | 1,563.000 | 1,642.000 | 1,642.000 | 0.19 | 311.98 | |||
| 0103 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,895.00 | 6,895.000 | 8,116.000 | 8,116.000 | 0.19 | 1,542.04 | |||
| 0104 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 54,697.00 | 1,500.000 | 6,276.000 | 6,276.000 | 0.16 | 1,004.16 | |||
| 0105 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 24,555.00 | 1,000.000 | 2,405.000 | 2,405.000 | 0.16 | 384.80 | |||
| 0106 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 4,018.00 | 0.000 | 1,213.000 | 1,213.000 | 0.40 | 485.20 | |||
| 0107 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 71.00 | 71.000 | 84.000 | 84.000 | 7.00 | 588.00 | |||
| 0108 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,647.00 | 2,647.000 | 3,654.000 | 3,654.000 | 4.00 | 14,616.00 | |||
| 0109 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 7.00 | 7.000 | 23.000 | 23.000 | 80.00 | 1,840.00 | |||
| 0110 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 34.00 | 0.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0111 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 141.00 | 0.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0112 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 730.00 | 0.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0113 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 124.00 | 0.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0114 | CONCRETE-CLASS A | 08100 | CUYD | 50.40 | 50.400 | 212.300 | 212.300 | 350.00 | 74,305.00 | |||
| 0115 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 37.00 | 37.000 | 39.000 | 39.000 | 3,800.00 | 148,200.00 | |||
| 0116 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 29,000.00 | 58,000.00 | 58,000.00 | |
| 0117 | FUEL ADJUSTMENT | 10020NS | DOLL | 294,073.00 | 294,073.000 | -473,420.670 | -473,420.670 | 1.00 | -473,420.67 | |||
| 0118 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 551,633.00 | 551,633.000 | -350,258.250 | -350,258.250 | 1.00 | -350,258.25 | |||
| 0119 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 142.00 | 142.000 | 303.000 | 303.000 | 3.00 | 909.00 | |||
| 0120 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 14.00 | 14.000 | 49.000 | 49.000 | 35.00 | 1,715.00 | |||
| 0121 | GRANULAR PILE CORE | 20209EP69 | CUYD | 328.00 | 328.000 | 328.000 | 328.000 | 38.00 | 12,464.00 | |||
| 0122 | COHESIVE PILE CORE | 20210EP69 | CUYD | 46.00 | 46.000 | 46.000 | 46.000 | 50.00 | 2,300.00 | |||
| 0123 | GALVANIZED STEEL CABINET (REVISED: 11-7-14) | 20359NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 686.00 | 4,116.00 | |||
| 0124 | WOOD POST (REVISED: 11-7-14) | 20360ES818 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 354.00 | 4,248.00 | |||
| 0125 | ELECTRICAL JUNCTION BOX TYPE A (REVISED: 11-7-14) | 20391NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 725.00 | 4,350.00 | |||
| 0126 | PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL | 20394ES835 | LF | 8,953.00 | 8,953.000 | 8,953.000 | 8,953.000 | 1.95 | 17,458.35 | |||
| 0127 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 200.00 | 200.000 | 948.000 | 948.000 | 55.00 | 52,140.00 | |||
| 0128 | SAW CUT | 20430ED | LF | 47,444.00 | 47,444.000 | 47,444.000 | 47,444.000 | 1.00 | 47,444.00 | |||
| 0129 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 0130 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 105,272.00 | 105,272.000 | 114,156.000 | 114,156.000 | 0.35 | 39,954.60 | |||
| 0131 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 7,777.00 | 7,777.000 | 7,777.000 | 7,777.000 | 2.25 | 17,498.25 | |||
| 0132 | END ANCHORS | 23148EN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,875.00 | 0.00 | |||
| 0133 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 11,066.00 | 11,066.000 | 0.000 | 0.000 | 4.65 | 0.00 | |||
| 0134 | REMOVE CABLE GUARDRAIL BARRIER SYSTEM | 24255EC | LF | 9,318.00 | 9,318.000 | 9,318.000 | 9,318.000 | 1.45 | 13,511.10 | |||
| 0135 | SINGLE SLOPE MEDIAN BARRIER | 24654ED | LF | 9,899.00 | 9,899.000 | 9,899.000 | 9,899.000 | 67.50 | 668,182.50 | |||
| 0136 | SINGLE SLOPE MEDIAN BARRIER | 24654ED | LF | 142.00 | 142.000 | 142.000 | 142.000 | 67.50 | 9,585.00 | |||
| 0137 | SINGLE SLOPE MEDIAN BARRIER | 24654ED | LF | 147.00 | 147.000 | 146.000 | 146.000 | 67.50 | 9,855.00 | |||
| 8001 | ROCK ROADBED | 24728EX | CUYD | 0.00 | 9,065.000 | 9,065.000 | 9,065.000 | 8.00 | 72,520.00 | |||
| 8004 | PAVEMENT MARKER TYPE IV-MW | 06580 | EACH | 0.00 | 300.000 | 45.000 | 45.000 | 5.50 | 247.50 | |||
| 8005 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 0.00 | 280.000 | 280.000 | 280.000 | 3.30 | 924.00 | |||
| 8015 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,265.00 | 2,530.00 | |||
| 8016 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 225.000 | 62.500 | 225.000 | 287.500 | 10.45 | 653.12 | 3,004.37 | |
| 8017 | TEMP GUARDRAIL Double Ply | 02397 | LF | 0.00 | 325.000 | 275.000 | 275.000 | 18.00 | 4,950.00 | |||
| 8019 | INCENTIVE/DISINCENTIVE | 02571 | DOLL | 0.00 | 1,400,000.000 | 1,400,000.000 | 1,400,000.000 | 1.00 | 1,400,000.00 | |||
| 8024 | PVC CONDUIT-2 IN-SCHEDULE 40 Conduit w/Warning Tape | 24124EC | LF | 0.00 | 13,790.000 | 13,218.100 | 13,218.100 | 6.71 | 88,693.45 | |||
| 8025 | COMMUNICATION JUNCTION BOX | 24813ED | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 1,268.81 | 27,913.82 | |||
| 8026 | PAVE STRIPING-PERM PAINT-6 IN Groove & Inlay Tape (Yellow) | 06515 | LF | 0.00 | 23,555.000 | 23,691.000 | 23,691.000 | 3.25 | 76,995.75 | |||
| 8027 | PAVE STRIPING-PERM PAINT-6 IN Groove & Inlay Tape (White) | 06515 | LF | 0.00 | 53,197.000 | 27,814.000 | 27,814.000 | 3.25 | 90,395.50 | |||
| 8028 | PAVE STRIPING-PERM PAINT-12 IN Groove & Inlay Tape (White) | 06517 | LF | 0.00 | 4,018.000 | 6,691.000 | 6,691.000 | 5.25 | 35,127.75 | |||
| 8029 | REMOVE CONCRETE MEDIAN BARRIER END | 24457EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,105.00 | 0.00 | |||
| 8030 | CONCRETE-CLASS A FOR CONCRETE MEDIAN BARRIER END FOR CRASH CUSHION | 08100 | CUYD | 0.00 | 25.500 | 25.500 | 25.500 | 875.00 | 22,312.50 | |||
| 8031 | STEEL REINFORCEMENT FOR CONCRETE MEDIAN BARRIER END FOR CRASH CUSHION | 08150 | LB | 0.00 | 901.000 | 901.000 | 901.000 | 1.29 | 1,162.29 | |||
| 8041 | INLAID PAVEMENT MARKER | 24489EC | EACH | 0.00 | 1,029.000 | 1,410.000 | 1,410.000 | 38.50 | 54,285.00 | |||
| 8045 | EW~ Remove & Replace Cable Barrier End Anchor | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 8046 | EW~ Remove & Replace Cable Barrier End Post | 10094NX | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 330.00 | 2,640.00 | |||
| 8047 | EW~ Remove & Replace Cable Barrier Line Post | 10094NX | EACH | 0.00 | 36.000 | 36.000 | 36.000 | 275.00 | 9,900.00 | |||
| 8048 | EW~ Remove & Replace Cable Barrier Post Base | 10094NX | EACH | 0.00 | 20.000 | 20.000 | 20.000 | 220.00 | 4,400.00 | |||
| 8049 | EW~ Check & Adjust Tension for Cable Barrier System | 10093EX | LF | 0.00 | 1,000.000 | 1,000.000 | 1,000.000 | 0.55 | 550.00 | |||
| 8050 | EW~ Cable for Barrier - 4 Strands | 10093EX | LF | 0.00 | 150.000 | 150.000 | 150.000 | 11.00 | 1,650.00 | |||
| 8051 | LANE CLOSURE For Cable Barrier Installation | 02653 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 440.00 | 440.00 | |||
| 8052 | CONCRETE-CLASS A for No Mow Strip | 08100 | CUYD | 0.00 | 15.000 | 15.000 | 15.000 | 550.00 | 8,250.00 | |||
| 8055 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 105,022.000 | 105,022.000 | 105,022.000 | 0.19 | 19,954.18 | |||
| 8056 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 0.00 | 3,236.000 | 3,236.000 | 3,236.000 | 0.34 | 1,100.24 | |||
| 8057 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 1,898.000 | 1,898.000 | 1,898.000 | 1.95 | 3,701.10 | |||
| 8058 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 3,363.000 | 3,363.000 | 3,363.000 | 1.95 | 6,557.85 | |||
| 8067 | NON-SPEC MATERIAL Chain Link Fence | 10070NS | DOLL | 0.00 | 0.001 | -2,448.780 | 0.000 | -2,448.780 | 1.00 | -2,448.78 | -2,448.78 | |
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0003 DRAINAGE | |||||||
| 0138 | ENTRANCE PIPE-30 IN | 00445 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 78.00 | 3,744.00 | |||
| 0139 | CULVERT PIPE-15 IN | 00461 | LF | 11.00 | 11.000 | 11.000 | 11.000 | 95.00 | 1,045.00 | |||
| 0140 | CULVERT PIPE-15 IN (REINFORCED CONCRETE PIPE) | 00461 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 94.00 | 3,196.00 | |||
| 0141 | CULVERT PIPE-18 IN | 00462 | LF | 152.00 | 152.000 | 152.000 | 152.000 | 75.00 | 11,400.00 | |||
| 0142 | CULVERT PIPE-24 IN | 00464 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 85.00 | 5,780.00 | |||
| 0143 | CULVERT PIPE-24 IN (REINFORCED CONCRETE PIPE) | 00464 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 85.00 | 2,040.00 | |||
| 0144 | STORM SEWER PIPE-15 IN | 00521 | LF | 3,223.00 | 3,223.000 | 3,376.000 | 3,376.000 | 55.00 | 185,680.00 | |||
| 0145 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,507.00 | 2,507.000 | 2,651.600 | 2,651.600 | 60.00 | 159,096.00 | |||
| 0146 | STORM SEWER PIPE-18 IN (REINFORCED CONCRETE PIPE) | 00522 | LF | 31.00 | 31.000 | 31.000 | 31.000 | 85.00 | 2,635.00 | |||
| 0147 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,794.00 | 1,794.000 | 1,834.400 | 1,834.400 | 75.00 | 137,580.00 | |||
| 0148 | PERFORATED PIPE-4 IN | 01000 | LF | 12,265.00 | 11,132.000 | 11,132.000 | 11,132.000 | 5.00 | 55,660.00 | |||
| 0149 | PERFORATED PIPE-6 IN | 01001 | LF | 9,761.00 | 9,761.000 | 12,265.000 | 12,265.000 | 6.25 | 76,656.25 | |||
| 0150 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,017.00 | 512.000 | 512.000 | 512.000 | 8.00 | 4,096.00 | |||
| 0151 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 312.00 | 12.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0152 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (7-113.01) | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,920.00 | 0.00 | |||
| 0153 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 50.00 | 50.000 | 12.000 | 12.000 | 400.00 | 4,800.00 | |||
| 0154 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0155 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 11.00 | 7.000 | 7.000 | 7.000 | 425.00 | 2,975.00 | |||
| 0156 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 445.00 | 8,455.00 | |||
| 0157 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,075.00 | 4,300.00 | |||
| 0158 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,185.00 | 5,925.00 | |||
| 0159 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,300.00 | 6,500.00 | |||
| 0160 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,785.00 | 1,785.00 | |||
| 0161 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 0162 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 2.500 | 2.500 | 2,265.00 | 5,662.50 | |||
| 0163 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,235.00 | 6,470.00 | |||
| 0164 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 4,400.00 | 26,400.00 | |||
| 0165 | DROP BOX INLET TYPE 3 | 01496 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,040.00 | 20,200.00 | |||
| 0166 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
| 0167 | DROP BOX INLET TYPE 11 | 01544 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,785.00 | 11,140.00 | |||
| 0168 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,035.00 | 6,070.00 | |||
| 0169 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,495.00 | 4,495.00 | |||
| 0170 | CONC MED BARR BOX INLET TY 14A2 | 01614 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,640.00 | 25,920.00 | |||
| 0171 | CONC MED BARR BOX INLET TY 14B2 | 01615 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 8,180.00 | 294,480.00 | |||
| 0172 | JUNCTION BOX-15 IN | 01641 | EACH | 2.00 | 1.000 | 0.000 | 0.000 | 1,725.00 | 0.00 | |||
| 0173 | JUNCTION BOX-18 IN | 01642 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,885.00 | 5,655.00 | |||
| 0174 | JUNCTION BOX-24 IN | 01643 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,785.00 | 5,355.00 | |||
| 0175 | CONCRETE-CLASS A | 08100 | CUYD | 1.67 | 1.670 | 1.670 | 1.670 | 680.00 | 1,135.60 | |||
| 0176 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 357.00 | 357.000 | 362.000 | 362.000 | 400.00 | 144,800.00 | |||
| 0177 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 79.00 | 79.000 | 79.000 | 79.000 | 568.00 | 44,872.00 | |||
| 0178 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 501.00 | 501.000 | 501.000 | 501.000 | 407.00 | 203,907.00 | |||
| 0179 | PREFAB BEND CONNECTION 25 DEG-15 IN | 24377EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 525.00 | 2,100.00 | |||
| 0180 | HEADWALL (DOUBLE 24 IN PIPE CULVERT) | 24575ES610 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | |||
| 0181 | BEND (PREFAB CONNECTION 25 DEG-18 IN) | 24634EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 560.00 | 1,120.00 | |||
| 0182 | BEND (PREFAB CONNECTION 25 DE-24 IN) | 24634EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 8022 | MOBILIZATION Sanitary Sewer Mobilization | 02568 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 9,792.20 | 0.00 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0004 BRIDGE - ALEXANDRIA DRIVE - DWG. 27028 | |||||||
| 0183 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 375.00 | 375.000 | 171.310 | 171.310 | 40.00 | 6,852.40 | |||
| 0184 | MASONRY COATING | 02998 | SQYD | 1,286.00 | 1,286.000 | 1,286.000 | 1,286.000 | 8.00 | 10,288.00 | |||
| 0185 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 233.00 | 233.000 | 233.000 | 233.000 | 56.00 | 13,048.00 | |||
| 0186 | CONDUIT-3 IN | 04797 | LF | 539.00 | 539.000 | 539.000 | 539.000 | 5.00 | 2,695.00 | |||
| 0187 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 46.00 | 46.000 | 30.650 | 30.650 | 14.00 | 429.10 | |||
| 0188 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 829.00 | 829.000 | 394.680 | 394.680 | 25.00 | 9,867.00 | |||
| 0189 | TEST PILES | 08033 | LF | 155.00 | 155.000 | 154.750 | 154.750 | 49.00 | 7,582.75 | |||
| 0190 | PILES-STEEL HP12X53 | 08046 | LF | 505.00 | 505.000 | 464.944 | 464.944 | 49.00 | 22,782.25 | |||
| 0191 | PILE POINTS-12 IN | 08094 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 110.00 | 3,300.00 | |||
| 0192 | CONCRETE-CLASS A | 08100 | CUYD | 273.60 | 273.600 | 266.600 | 266.600 | 655.00 | 174,623.00 | |||
| 0193 | CONCRETE-CLASS AA | 08104 | CUYD | 623.00 | 623.000 | 623.000 | 623.000 | 540.00 | 336,420.00 | |||
| 0194 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 32.00 | 768.00 | |||
| 0195 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 55.00 | 1,760.00 | |||
| 0196 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 35.00 | 420.00 | |||
| 0197 | STEEL REINFORCEMENT | 08150 | LB | 59,187.00 | 59,187.000 | 59,187.000 | 59,187.000 | 0.95 | 56,227.65 | |||
| 0198 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 166,178.00 | 166,178.000 | 166,178.000 | 166,178.000 | 1.00 | 166,178.00 | |||
| 0199 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 2,090.70 | 2,090.700 | 2,090.700 | 2,090.700 | 320.00 | 669,024.00 | |||
| 0200 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,284.00 | 5,136.00 | |||
| 0201 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 22.70 | 22.700 | 82.570 | 82.570 | 1,300.00 | 107,341.00 | |||
| 0202 | ROCK SOUNDINGS | 20745ED | LF | 172.20 | 172.200 | 135.300 | 135.300 | 80.00 | 10,824.00 | |||
| 0203 | ROCK CORINGS | 20746ED | LF | 286.70 | 286.700 | 355.340 | 355.340 | 130.00 | 46,194.20 | |||
| 0204 | RAIL SYSTEM TYPE III | 21532ED | LF | 306.00 | 306.000 | 306.000 | 306.000 | 95.00 | 29,070.00 | |||
| 0205 | DRILLED SHAFT-48 IN-COMMON | 23583EC | LF | 148.30 | 148.300 | 116.680 | 116.680 | 760.00 | 88,676.80 | |||
| 0206 | DRILLED SHAFT-42 IN-ROCK | 23584EC | LF | 96.00 | 96.000 | 105.690 | 105.690 | 1,000.00 | 105,690.00 | |||
| 0207 | SINGLE SLOPE MEDIAN BARRIER | 24654ED | LF | 153.00 | 153.000 | 153.000 | 153.000 | 142.00 | 21,726.00 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0005 BRIDGE - RJ CORMAN RAILROAD - (VERSAILLES LINE) DWG. 27029 | |||||||
| 0208 | GRANULAR EMBANKMENT | 02223 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 0209 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,177.00 | 1,177.000 | 821.119 | 821.119 | 38.00 | 31,202.52 | |||
| 0210 | MASONRY COATING | 02998 | SQYD | 1,167.00 | 1,167.000 | 1,167.000 | 1,167.000 | 8.00 | 9,336.00 | |||
| 0211 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 297.30 | 297.300 | 297.300 | 297.300 | 50.00 | 14,865.00 | |||
| 0212 | CONDUIT-3 IN | 04797 | LF | 600.00 | 600.000 | 600.000 | 600.000 | 5.00 | 3,000.00 | |||
| 0213 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 282.00 | 282.000 | 188.000 | 188.000 | 14.00 | 2,632.00 | |||
| 0214 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 984.00 | 984.000 | 984.000 | 984.000 | 25.00 | 24,600.00 | |||
| 0215 | TEST PILES | 08033 | LF | 245.00 | 245.000 | 235.000 | 235.000 | 62.00 | 14,570.00 | |||
| 0216 | PILES-STEEL HP14X89 | 08051 | LF | 1,122.00 | 1,122.000 | 1,100.752 | 1,100.752 | 62.00 | 68,246.62 | |||
| 0217 | PILE POINTS-14 IN | 08095 | EACH | 37.00 | 37.000 | 37.000 | 37.000 | 115.00 | 4,255.00 | |||
| 0218 | CONCRETE-CLASS A | 08100 | CUYD | 633.80 | 633.800 | 633.800 | 633.800 | 405.00 | 256,689.00 | |||
| 0219 | CONCRETE-CLASS AA | 08104 | CUYD | 834.30 | 834.300 | 834.300 | 834.300 | 490.00 | 408,807.00 | |||
| 0220 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 32.00 | 1,536.00 | |||
| 0221 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 32.00 | 1,280.00 | |||
| 0222 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 55.00 | 1,760.00 | |||
| 0223 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 35.00 | 420.00 | |||
| 0224 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 35.00 | 560.00 | |||
| 0225 | STEEL REINFORCEMENT | 08150 | LB | 126,832.00 | 126,832.000 | 126,832.000 | 126,832.000 | 0.95 | 120,490.40 | |||
| 0226 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 243,815.00 | 243,815.000 | 243,815.000 | 243,815.000 | 1.00 | 243,815.00 | |||
| 0227 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 333.50 | 333.500 | 333.500 | 333.500 | 70.00 | 23,345.00 | |||
| 0228 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,284.00 | 5,136.00 | |||
| 0229 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 112.00 | 112.000 | 114.970 | 114.970 | 980.00 | 112,670.60 | |||
| 0230 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 27.40 | 27.400 | 16.540 | 16.540 | 1,345.00 | 22,246.30 | |||
| 0231 | ROCK SOUNDINGS | 20745ED | LF | 292.50 | 292.500 | 249.600 | 249.600 | 75.00 | 18,720.00 | |||
| 0232 | ROCK CORINGS | 20746ED | LF | 331.40 | 331.400 | 275.600 | 275.600 | 130.00 | 35,828.00 | |||
| 0233 | RAIL SYSTEM TYPE III | 21532ED | LF | 359.00 | 359.000 | 359.000 | 359.000 | 90.00 | 32,310.00 | |||
| 0234 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 253.60 | 253.600 | 237.170 | 237.170 | 765.00 | 181,435.05 | |||
| 0235 | PPC I-BEAM TYPE HN36-49 | 23963EC | LF | 2,365.90 | 2,365.900 | 2,365.900 | 2,365.900 | 330.00 | 780,747.00 | |||
| 0236 | SINGLE SLOPE MEDIAN BARRIER | 24654ED | LF | 173.40 | 173.400 | 173.400 | 173.400 | 142.00 | 24,622.80 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0006 BRIDGE - RJ CORMAN RR (LOUISVILLE TO WINCHESTER, CENTRAL LIN | |||||||
| 0237 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 564.00 | 564.000 | 575.637 | 575.637 | 40.00 | 23,025.48 | |||
| 0238 | MASONRY COATING | 02998 | SQYD | 940.00 | 940.000 | 940.000 | 940.000 | 8.00 | 7,520.00 | |||
| 0239 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 267.30 | 267.300 | 267.300 | 267.300 | 54.00 | 14,434.20 | |||
| 0240 | CONDUIT-3 IN | 04797 | LF | 620.00 | 620.000 | 620.000 | 620.000 | 5.00 | 3,100.00 | |||
| 0241 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 58.40 | 58.400 | 38.932 | 38.932 | 14.00 | 545.04 | |||
| 0242 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,086.00 | 1,086.000 | 806.920 | 806.920 | 25.00 | 20,173.00 | |||
| 0243 | TEST PILES | 08033 | LF | 240.00 | 240.000 | 225.000 | 225.000 | 41.00 | 9,225.00 | |||
| 0244 | PRE-DRILLING FOR PILES | 08039 | LF | 760.00 | 760.000 | 760.000 | 760.000 | 97.00 | 73,720.00 | |||
| 0245 | PILES-STEEL HP12X53 | 08046 | LF | 1,216.00 | 1,216.000 | 1,147.313 | 1,147.313 | 41.00 | 47,039.83 | |||
| 0246 | PILE POINTS-12 IN | 08094 | EACH | 40.00 | 40.000 | 39.000 | 39.000 | 115.00 | 4,485.00 | |||
| 0247 | CONCRETE-CLASS A | 08100 | CUYD | 399.60 | 399.600 | 399.600 | 399.600 | 560.00 | 223,776.00 | |||
| 0248 | CONCRETE-CLASS AA | 08104 | CUYD | 827.80 | 827.800 | 827.800 | 827.800 | 535.00 | 442,873.00 | |||
| 0249 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 32.00 | 1,280.00 | |||
| 0250 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 55.00 | 1,760.00 | |||
| 0251 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 35.00 | 560.00 | |||
| 0252 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 1,432.00 | 1,432.000 | 1,432.000 | 1,432.000 | 50.00 | 71,600.00 | |||
| 0253 | STEEL REINFORCEMENT | 08150 | LB | 104,587.00 | 104,587.000 | 104,587.000 | 104,587.000 | 0.95 | 99,357.65 | |||
| 0254 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 282,552.00 | 282,552.000 | 282,552.000 | 282,552.000 | 1.00 | 282,552.00 | |||
| 0255 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 348.00 | 348.000 | 348.000 | 348.000 | 70.00 | 24,360.00 | |||
| 0256 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,284.00 | 5,136.00 | |||
| 0257 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 98.00 | 98.000 | 97.730 | 97.730 | 1,030.00 | 100,661.90 | |||
| 0258 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 14.00 | 14.000 | 14.770 | 14.770 | 1,595.00 | 23,558.15 | |||
| 0259 | ROCK SOUNDINGS | 20745ED | LF | 203.00 | 203.000 | 140.500 | 140.500 | 80.00 | 11,240.00 | |||
| 0260 | ROCK CORINGS | 20746ED | LF | 266.00 | 266.000 | 262.040 | 262.040 | 130.00 | 34,065.20 | |||
| 0261 | RAIL SYSTEM TYPE III | 21532ED | LF | 360.20 | 360.200 | 360.200 | 360.200 | 85.00 | 30,617.00 | |||
| 0262 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 125.20 | 125.200 | 150.420 | 150.420 | 960.00 | 144,403.20 | |||
| 0263 | PPC I-BEAM TYPE HN36-49 | 23963EC | LF | 2,292.30 | 2,292.300 | 2,292.300 | 2,292.300 | 330.00 | 756,459.00 | |||
| 0264 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 65.00 | 260.00 | |||
| 0265 | SINGLE SLOPE MEDIAN BARRIER | 24654ED | LF | 180.10 | 180.100 | 180.100 | 180.100 | 142.00 | 25,574.20 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0007 BRIDGE - OLD FRANKFORT PIKE (KY 1861) - DWG. 27031 | |||||||
| 0266 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 505.00 | 505.000 | 616.563 | 616.563 | 40.00 | 24,662.52 | |||
| 0267 | MASONRY COATING | 02998 | SQYD | 2,158.00 | 2,158.000 | 2,158.000 | 2,158.000 | 8.00 | 17,264.00 | |||
| 0268 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 167.10 | 167.100 | 167.100 | 167.100 | 45.00 | 7,519.50 | |||
| 0269 | CONDUIT-3 IN | 04797 | LF | 720.00 | 720.000 | 720.000 | 720.000 | 5.00 | 3,600.00 | |||
| 0270 | ELECTRICAL JUNCTION BOX | 04810 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 650.00 | 1,300.00 | |||
| 0271 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 135.00 | 135.000 | 135.000 | 135.000 | 14.00 | 1,890.00 | |||
| 0272 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 591.00 | 591.000 | 591.000 | 591.000 | 50.00 | 29,550.00 | |||
| 0273 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 473.00 | 473.000 | 779.430 | 779.430 | 25.00 | 19,485.75 | |||
| 0274 | TEST PILES | 08033 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 52.00 | 2,392.00 | |||
| 0275 | PRE-DRILLING FOR PILES | 08039 | LF | 290.00 | 290.000 | 290.000 | 290.000 | 150.00 | 43,500.00 | |||
| 0276 | PILES-STEEL HP12X53 | 08046 | LF | 331.00 | 331.000 | 209.500 | 209.500 | 52.00 | 10,894.00 | |||
| 0277 | PILE POINTS-12 IN | 08094 | EACH | 29.00 | 29.000 | 29.000 | 29.000 | 110.00 | 3,190.00 | |||
| 0278 | CONCRETE-CLASS A | 08100 | CUYD | 581.90 | 581.900 | 581.900 | 581.900 | 400.00 | 232,760.00 | |||
| 0279 | CONCRETE-CLASS AA | 08104 | CUYD | 759.80 | 759.800 | 759.800 | 759.800 | 510.00 | 387,498.00 | |||
| 0280 | STEEL REINFORCEMENT | 08150 | LB | 130,405.00 | 130,405.000 | 130,405.000 | 130,405.000 | 0.95 | 123,884.75 | |||
| 0281 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 195,643.00 | 195,643.000 | 195,643.000 | 195,643.000 | 1.00 | 195,643.00 | |||
| 0282 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,516.20 | 2,516.200 | 2,516.200 | 2,516.200 | 245.00 | 616,469.00 | |||
| 0283 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,284.00 | 7,704.00 | |||
| 0284 | RAIL SYSTEM TYPE III | 21532ED | LF | 639.80 | 639.800 | 639.800 | 639.800 | 75.00 | 47,985.00 | |||
| 8009 | REMOVE ASBESTOS FROM OLD FRKT BRIDGE | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,472.35 | 20,472.35 | |||
| 8021 | FORM LINER | 21342ED | SQFT | 0.00 | 1,529.800 | 1,529.800 | 1,529.800 | 11.38 | 17,409.12 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0008 BRIDGE - WOLFE RUN CREEK DBL. CULVERT, 14' X 10', DWG. 27030 | |||||||
| 0285 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 30.20 | 30.200 | 30.200 | 30.200 | 370.00 | 11,174.00 | |||
| 0286 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 43.00 | 43.000 | 43.000 | 43.000 | 75.00 | 3,225.00 | |||
| 0287 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0288 | CONCRETE-CLASS A | 08100 | CUYD | 119.40 | 119.400 | 119.400 | 119.400 | 375.00 | 44,775.00 | |||
| 0289 | STEEL REINFORCEMENT | 08150 | LB | 11,014.00 | 11,014.000 | 11,014.000 | 11,014.000 | 0.95 | 10,463.30 | |||
| 0290 | LIGHTWEIGHT CELLULAR CONCRETE FILL | 23930EC | CUYD | 1,909.00 | 1,909.000 | 1,909.000 | 1,909.000 | 150.00 | 286,350.00 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0009 BRIDGE - TOWN BRANCH CREEK DBL. CULVERT, 14' X 10', DWG. 270 | |||||||
| 0291 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 77.00 | 77.000 | 77.000 | 77.000 | 175.00 | 13,475.00 | |||
| 0292 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 24.00 | 24.000 | 24.000 | 24.000 | 150.00 | 3,600.00 | |||
| 0293 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0294 | CONCRETE-CLASS A | 08100 | CUYD | 229.20 | 229.200 | 229.200 | 229.200 | 435.00 | 99,702.00 | |||
| 0295 | STEEL REINFORCEMENT | 08150 | LB | 25,865.00 | 25,865.000 | 25,865.000 | 25,865.000 | 0.95 | 24,571.75 | |||
| 0296 | LIGHTWEIGHT CELLULAR CONCRETE FILL | 23930EC | CUYD | 1,167.70 | 1,167.700 | 1,167.700 | 1,167.700 | 150.00 | 175,155.00 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0010 BRIDGE - MSE RETAINING WALL - KY 1681- DWG 27158 | |||||||
| 0297 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 3,549.00 | 3,549.000 | 5,253.000 | 5,253.000 | 36.00 | 189,108.00 | |||
| 0298 | GRANULAR EMBANKMENT | 02223 | CUYD | 760.00 | 760.000 | 686.638 | 686.638 | 35.00 | 24,032.33 | |||
| 0299 | RETAINING WALL | 08018 | SQFT | 7,275.00 | 7,275.000 | 7,275.000 | 7,275.000 | 61.00 | 443,775.00 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0011 BRIDGE - SOLDIER PILE RETAINING WALLS - KY 4 - DWG. 27159 | |||||||
| 0300 | PAVED DITCH TYPE 1 MOD | 02155 | SQYD | 774.00 | 774.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0301 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 1,904.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0302 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 314.00 | 0.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0303 | MASONRY COATING | 02998 | SQYD | 459.00 | 0.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0304 | RETAINING WALL | 08018 | SQFT | 30,660.00 | 0.000 | 0.000 | 0.000 | 33.50 | 0.00 | |||
| 0305 | TEST PILES | 08033 | LF | 730.00 | 0.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0306 | PRE-DRILLING FOR PILES | 08039 | LF | 8,206.00 | 0.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0307 | SHEAR CONNECTORS (APPROXIMATELY 7,196, 7-113.01) | 08170 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 99,000.00 | 0.00 | |||
| 0308 | CONCRETE FORMLINER | 21432NC | SQFT | 25,900.00 | 0.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0309 | PILES-STEEL W21 X 166 | 24718EC | LF | 3,631.00 | 0.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0310 | PILES-STEEL W21 X 122 | 24719EC | LF | 3,060.00 | 0.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0311 | PILES-STEEL W21 X 93 | 24720EC | LF | 553.00 | 0.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 8002 | RETAINING WALL Value Engineering | 08018 | SQFT | 0.00 | 30,660.000 | 30,660.000 | 30,660.000 | 89.78 | 2,752,654.80 | |||
| 8003 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 239,222.600 | 239,222.600 | 239,222.600 | 1.00 | 239,222.60 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0012 SIGNING | |||||||
| 0312 | GMSS GALV STEEL TYPE A | 06400 | LB | 13,241.00 | 13,241.000 | 14,178.000 | 14,178.000 | 1.54 | 21,834.12 | |||
| 0313 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 70.00 | 70.000 | 98.000 | 98.000 | 26.00 | 2,548.00 | |||
| 0314 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 70.00 | 70.000 | 78.000 | 78.000 | 26.00 | 2,028.00 | |||
| 0315 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 4,451.00 | 4,451.000 | 5,081.750 | 5,081.750 | 16.99 | 86,338.93 | |||
| 0316 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 70.00 | 70.000 | 405.300 | 405.300 | 10.00 | 4,053.00 | |||
| 0317 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 568.00 | 568.000 | 227.000 | 227.000 | 12.20 | 2,769.40 | |||
| 0318 | STEEL POST TYPE 1 | 06410 | LF | 1,044.00 | 1,044.000 | 1,048.000 | 1,048.000 | 11.89 | 12,460.72 | |||
| 0319 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 135.00 | 405.00 | |||
| 0320 | OSS GALV STEEL CANTILEVER | 06415 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 24,641.55 | 49,283.10 | |||
| 0321 | OSS ALUMINUM 80 FT TRUSS | 06438 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 54,310.00 | 54,310.00 | |||
| 0322 | GMSS GALV STEEL TYPE C | 06441 | LB | 11,402.00 | 11,402.000 | 12,246.480 | 12,246.480 | 3.71 | 45,434.44 | |||
| 0323 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,648.00 | 2,648.00 | |||
| 0324 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0325 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 40.00 | 40.000 | 32.000 | 32.000 | 137.09 | 4,386.88 | |||
| 0326 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 76.00 | 76.000 | 132.770 | 132.770 | 442.91 | 58,805.16 | |||
| 0327 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 4,204.00 | 4,204.000 | 8,912.820 | 8,912.820 | 2.00 | 17,825.64 | |||
| 0328 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 277.00 | 831.00 | |||
| 0329 | ROADWAY CROSS SECTION | 20419ND | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | REMOVE SIGN | 21373ND | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 120.00 | 2,760.00 | |||
| 0331 | GMSS TYPE D | 21596ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 318.65 | 3,186.50 | |||
| 0332 | BARCODE SIGN INVENTORY | 24631EC | EACH | 131.00 | 131.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8010 | REMOVE AND RELOCATE SIGN ASSEMBLY Exit | 22400NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,660.68 | 3,660.68 | |||
| 8012 | REMOVE AND RELOCATE SIGN ASSEMBLY Logo | 22400NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,623.63 | 2,623.63 | |||
| 8018 | LED SIGN-4 X 4 | 23228EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,980.00 | 3,960.00 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0013 LIGHTING | |||||||
| 0333 | POLE 80 FT MTG HT HIGH MAST | 04710 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 20,467.00 | 184,203.00 | |||
| 0334 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 40.00 | 40.000 | 80.000 | 80.000 | 81.00 | 6,480.00 | |||
| 0335 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 18,532.00 | 37,064.00 | |||
| 0336 | FUSED CONNECTOR KIT | 04780 | EACH | 80.00 | 80.000 | 80.000 | 80.000 | 100.00 | 8,000.00 | |||
| 0337 | CONDUIT-3 IN | 04797 | LF | 1,053.00 | 1,053.000 | 1,122.000 | 1,122.000 | 21.25 | 23,842.50 | |||
| 0338 | MARKER | 04800 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 275.00 | 3,025.00 | |||
| 0339 | TRENCHING AND BACKFILLING | 04820 | LF | 5,600.00 | 5,600.000 | 6,090.000 | 6,090.000 | 4.50 | 27,405.00 | |||
| 0340 | WIRE-NO. 12 | 04832 | LF | 5,400.00 | 5,400.000 | 5,400.000 | 5,400.000 | 0.57 | 3,078.00 | |||
| 0341 | WIRE-NO. 8 | 04833 | LF | 6,750.00 | 6,750.000 | 6,750.000 | 6,750.000 | 0.97 | 6,547.50 | |||
| 0342 | WIRE-NO. 6 | 04834 | LF | 21,000.00 | 21,000.000 | 20,585.000 | 20,585.000 | 1.30 | 26,760.50 | |||
| 0343 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 6,000.00 | 6,000.000 | 5,935.000 | 5,935.000 | 3.37 | 20,000.95 | |||
| 0344 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 1,200.00 | 1,200.000 | 740.000 | 740.000 | 3.75 | 2,775.00 | |||
| 0345 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 2,500.00 | 2,500.000 | 2,415.000 | 2,415.000 | 4.66 | 11,253.90 | |||
| 0346 | REMOVE LIGHTING (7-113.01) | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0347 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 725.00 | 7,975.00 | |||
| 0348 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,284.00 | 2,568.00 | |||
| 0349 | MAINTAIN LIGHTING (7-113.01) | 20410ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0350 | BORE AND JACK CONDUIT | 21543EN | LF | 1,050.00 | 1,050.000 | 1,632.000 | 1,632.000 | 27.00 | 44,064.00 | |||
| 0351 | POLE BASE-HIGH MAST | 23161EN | CUYD | 95.00 | 95.000 | 82.750 | 82.750 | 557.00 | 46,091.75 | |||
| 0352 | LED LUMINAIRE | 24589ED | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 961.00 | 38,440.00 | |||
| 0353 | POLE 40 FT MTG HT W/12 IN ARM | 24739EC | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 1,103.00 | 44,120.00 | |||
| 0354 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 1,793.00 | 86,064.00 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0014 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0355 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,621,329.68 | 1,621,329.68 | |||
| 0356 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 602,306.42 | 451,729.81 | |||
| Project | DE03400041491 | Fed/State Project Number | JL04 FD04 SPP 034 0004 004-008 | Category | 0015 TRAINEES | |||||||
| 0357 | TRAINEE PAYMENT REIMBURSEMENT GROUP 1 OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0358 | TRAINEE PAYMENT REIMBURSEMENT CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0359 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3 OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $44,076.94 |
$54,526,647.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0235-1-0I |
I BEAM TYP 6 | LF |
598.80 | 0009 | $213.750000 | $127,993.50 | ||||||
0263-1-0I |
I BEAM TYP 6 | LF |
598.80 | 0009 | $213.750000 | $127,993.50 | ||||||
8002-1-0I |
RETAINING WALL | SQFT |
19,399.00 | 0012 | $17.720000 | $0.00 | ||||||
0320-1-0I |
STEEL REINUN 615GR60 | EACH |
1.00 | 0016 | $16007.500000 | $16,007.50 | ||||||
0320-2-0I |
STEEL REINUN 615GR60 | EACH |
1.00 | 0018 | $16007.500000 | $16,007.50 | ||||||
0199-1-0I |
BOX BEAM, CB | LF |
662.20 | 0021 | $202.350000 | $133,996.17 | ||||||
0335-2-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0023 | $5085.000000 | $5,085.00 | ||||||
0335-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0023 | $3537.000000 | $3,537.00 | ||||||
0088-1-0I |
TRAFFIC INCIDENTAL | EACH |
40.00 | 0025 | $356.250000 | $14,250.00 | ||||||
0125-2-0I |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0025 | $70.230000 | $421.38 | ||||||
0125-1-0I |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0025 | $90.050000 | $540.30 | ||||||
0200-2-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $139.330000 | $557.32 | ||||||
0200-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $329.980000 | $1,319.92 | ||||||
0228-2-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $139.330000 | $557.32 | ||||||
0228-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $329.980000 | $1,319.92 | ||||||
0256-4-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $139.330000 | $557.32 | ||||||
0256-3-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $329.980000 | $1,319.92 | ||||||
0256-2-0I |
TRAFFIC INCIDENTAL | EACH |
21.00 | 0025 | $70.230000 | $1,474.83 | ||||||
0256-1-0I |
TRAFFIC INCIDENTAL | EACH |
21.00 | 0025 | $90.050000 | $1,891.05 | ||||||
0283-2-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $139.330000 | $557.32 | ||||||
0283-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0025 | $329.980000 | $1,319.92 | ||||||
0333-1-0I |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0025 | $8954.600000 | $80,591.40 | ||||||
0347-2-0I |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0025 | $70.230000 | $772.53 | ||||||
0347-1-0I |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0025 | $90.050000 | $990.55 | ||||||
0348-2-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0025 | $139.330000 | $278.66 | ||||||
0348-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0025 | $329.980000 | $659.96 | ||||||
0333-2-0I |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0030 | $7100.090000 | $49,700.63 | ||||||
0354-1-0I |
TRAFFIC INCIDENTAL | EACH |
14.00 | 0030 | $969.950000 | $13,579.30 | ||||||
0354-2-0I |
TRAFFIC INCIDENTAL | EACH |
34.00 | 0030 | $969.950000 | $32,978.30 | ||||||
8002-1-0A |
RETAINING WALL | SQFT |
2,258.00 | 0012 | $17.720000 | $0.00 | ||||||
0235-1-0A |
I BEAM TYP 6 | LF |
598.80 | 0013 | $213.750000 | $-127,993.50 | ||||||
0263-1-0A |
I BEAM TYP 6 | LF |
598.80 | 0013 | $213.750000 | $-127,993.50 | ||||||
8002-1-0A |
RETAINING WALL | SQFT |
9,037.00 | 0014 | $17.720000 | $0.00 | ||||||
8002-1-0A |
RETAINING WALL | SQFT |
4,544.50 | 0015 | $17.720000 | $0.00 | ||||||
8002-1-0A |
RETAINING WALL | SQFT |
439.50 | 0016 | $17.720000 | $0.00 | ||||||
0320-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0021 | $16007.500000 | $-16,007.50 | ||||||
0320-2-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0021 | $16007.500000 | $-16,007.50 | ||||||
0199-1-0A |
BOX BEAM, CB | LF |
662.20 | 0023 | $202.350000 | $-133,996.17 | ||||||
8002-1-0A |
RETAINING WALL | SQFT |
3,120.00 | 0024 | $17.720000 | $0.00 | ||||||
0333-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0028 | $8954.600000 | $-17,909.20 | ||||||
0335-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0029 | $5085.000000 | $-5,085.00 | ||||||
0335-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0029 | $3537.000000 | $-3,537.00 | ||||||
0200-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0031 | $139.330000 | $-139.33 | ||||||
0200-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0031 | $329.980000 | $-329.98 | ||||||
0200-2-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0032 | $139.330000 | $-417.99 | ||||||
0200-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0032 | $329.980000 | $-989.94 | ||||||
0228-2-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $139.330000 | $-557.32 | ||||||
0228-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $329.980000 | $-1,319.92 | ||||||
0256-4-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $139.330000 | $-557.32 | ||||||
0256-3-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $329.980000 | $-1,319.92 | ||||||
0256-2-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $70.230000 | $-280.92 | ||||||
0256-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $90.050000 | $-360.20 | ||||||
0283-2-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $139.330000 | $-557.32 | ||||||
0283-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0032 | $329.980000 | $-1,319.92 | ||||||
0333-2-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0032 | $7100.090000 | $-49,700.63 | ||||||
0333-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0032 | $8954.600000 | $-62,682.20 | ||||||
0354-2-0A |
TRAFFIC INCIDENTAL | EACH |
34.00 | 0032 | $969.950000 | $-32,978.30 | ||||||
0354-1-0A |
TRAFFIC INCIDENTAL | EACH |
14.00 | 0032 | $969.950000 | $-13,579.30 | ||||||
0125-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0036 | $70.230000 | $-140.46 | ||||||
0125-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0036 | $90.050000 | $-180.10 | ||||||
0125-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0037 | $70.230000 | $-140.46 | ||||||
0125-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0037 | $90.050000 | $-180.10 | ||||||
0125-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0038 | $70.230000 | $-140.46 | ||||||
0125-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0038 | $90.050000 | $-180.10 | ||||||
0347-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0038 | $70.230000 | $-70.23 | ||||||
0347-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0038 | $90.050000 | $-90.05 | ||||||
0347-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0039 | $70.230000 | $-70.23 | ||||||
0347-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0039 | $90.050000 | $-90.05 | ||||||
0348-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0039 | $139.330000 | $-278.66 | ||||||
0348-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0039 | $329.980000 | $-659.96 | ||||||
0347-2-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0043 | $70.230000 | $-351.15 | ||||||
0347-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0043 | $90.050000 | $-450.25 | ||||||
0347-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0044 | $70.230000 | $-70.23 | ||||||
0347-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0044 | $90.050000 | $-90.05 | ||||||
0347-2-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0053 | $70.230000 | $-210.69 | ||||||
0347-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0053 | $90.050000 | $-270.15 | ||||||
0088-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0068 | $356.250000 | $-14,250.00 | ||||||
0256-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0068 | $90.050000 | $-1,530.85 | ||||||
0256-20C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0068 | $70.230000 | $-1,193.91 | ||||||
| SUBTOT | $0.00 |
|||||||||||