|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 141002 | Estimate Number | 0017 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Shields, Austin C. | ||||||
| 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 | 01/01/2020 TO 02/09/2022 | ||||||
| Date Approved | 03/04/2022 | ||||||
| Primary Proj Number | DE10500641402 | ||||||
| Project No. | FD04 SPP 034 0064 072-075, FD04 SPP 105 0064 068-072, FD04 SPP 120 0064 064-068 | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | I-64 REHAB MP 68- MP 75 WOODFORD-SCOTT-FAYETTE COS | ||||||
| Description | I-64 REHAB MP 64- MP 75 WOODFORD-SCOTT-FAYETTE COS | ||||||
| Date Let | 06/27/2014 | Formal Acceptance | 10/16/2015 | ||||
| Date Awarded | 07/09/2014 | Date Work Began | 08/03/2014 | ||||
| Date Contract Executed | 07/16/2014 | Open To Traffic | 11/20/2014 | ||||
| Date NTP Issued | 07/16/2014 | Actual Completion Date | 11/20/2014 | ||||
| Current Contract Amount | $5,083,998.22 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,625,967.29 |
Total Earnings | $4,626,872.27 |
$4,583,302.02 |
$43,570.25 |
|
| Percent Complete | 91.01 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $457,125.95 |
Gross Earnings | $4,626,872.27 |
$4,583,302.02 |
$43,570.25 |
|
| Total Change Orders | $1,458,030.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,626,872.27 |
$4,583,302.02 |
$43,570.25 |
|||
| Contract Id | 141002 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0017 | Project Number | FD04 SPP 034 0064 072-075, FD04 SPP 105 0064 068-072, FD04 SPP 120 0064 064-068 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 01/01/2020 TO 02/09/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Bridge Deck Overlay - KY 341 over I-64 | Approved | 10/02/2014 | $499,081.68 | 24.0 | |||||
| 002 | Project Overruns | Approved | 10/28/2014 | $597,380.09 | 0.0 | |||||
| 003 | Washout Repairs & Flume Installation | Approved | 11/17/2014 | $48,002.37 | 0.0 | |||||
| 004 | Blow Up Repairs- Additional Traffic Control- Law Enforcement | Approved | 02/04/2015 | $255,704.82 | 12.0 | |||||
| 005 | KY 341 Bridge Deck Overlay Pavement Markings | Approved | 05/05/2015 | $1,210.00 | 0.0 | |||||
| 006 | Pavement Markers - Sinkhole & Guardrail End Treatments | Approved | 08/12/2015 | $56,651.97 | 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 | 141002 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE10500641402 | |||||||
| Estimate Nbr | 0017 | Period | 01/01/2020 TO 02/09/2022 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03400641402 | Fed/State Project Number | FD04 SPP 034 0064 072-075 | 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 | DE03400641402 | Fed/State Project Number | FD04 SPP 034 0064 072-075 | Category | 0001 PAVING | |||||||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 289.00 | 289.000 | 176.530 | 176.530 | 58.00 | 10,238.74 | |||
| 0020 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,874.00 | 1,235.000 | 1,221.940 | 1,221.940 | 58.00 | 70,872.52 | |||
| 0030 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 3,173.00 | 4,217.550 | 4,258.160 | 4,258.160 | 68.00 | 289,554.88 | |||
| 0040 | MOBILIZATION FOR MILL & TEXT FAYETTE | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 4,704.00 | 5,167.900 | 5,201.130 | 5,201.130 | 8.00 | 41,609.04 | |||
| 0060 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 27,562.00 | 27,562.000 | 27,562.000 | 27,562.000 | 0.14 | 3,858.68 | |||
| 8029 | CL3 ASPH BASE 1.00D PG64-22 FAYETTE | 00214 | TON | 0.00 | 101.450 | 101.450 | 101.450 | 64.00 | 6,492.80 | |||
| Project | DE03400641402 | Fed/State Project Number | FD04 SPP 034 0064 072-075 | Category | 0002 ROADWAY | |||||||
| 0070 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 6.10 | 30.50 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 6.10 | 30.50 | |||
| 0090 | DITCHING | 02237 | LF | 31,046.00 | 31,046.000 | 1,079.000 | 1,079.000 | 0.25 | 269.75 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0110 | REMOVE GUARDRAIL | 02381 | LF | 562.00 | 562.000 | 562.000 | 562.000 | 1.25 | 702.50 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,780.00 | 0.00 | |||
| 0130 | TEMPORARY SIGNS | 02562 | SQFT | 386.00 | 386.000 | 432.500 | 432.500 | 8.00 | 3,460.00 | |||
| 0140 | MAINTAIN & CONTROL TRAFFIC FAYETTE | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0160 | STAKING FAYETTE | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0170 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,190.00 | 10,380.00 | |||
| 0180 | BASE FAILURE REPAIR | 03240 | SQYD | 100.00 | 237.770 | 264.990 | 264.990 | 197.35 | 52,295.77 | |||
| 0190 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 131.00 | 131.000 | 234.000 | 234.000 | 28.68 | 6,711.12 | |||
| 0200 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 34,927.00 | 34,927.000 | 3,432.000 | 3,432.000 | 0.14 | 480.48 | |||
| 0210 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 337.00 | 337.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 0220 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 337.00 | 337.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0230 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0240 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,416.00 | 8,416.000 | -289.960 | -289.960 | 1.00 | -289.96 | |||
| 0250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 21,139.00 | 21,139.000 | 8,259.490 | 8,259.490 | 1.00 | 8,259.49 | |||
| 0260 | JOINT ADHESIVE | 20071EC | LF | 43,085.00 | 25,661.000 | 24,308.000 | 24,308.000 | 0.45 | 10,938.60 | |||
| 0270 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 375.00 | 375.000 | 375.000 | 375.000 | 17.12 | 6,420.00 | |||
| 0280 | KPDES PERMIT AND TEMP EROSION CONTROL FAYETTE | 23143ED | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0290 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 15,919.00 | 15,919.000 | 18,870.000 | 18,870.000 | 0.19 | 3,585.30 | |||
| 0300 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 15,523.00 | 15,523.000 | 25,534.000 | 25,534.000 | 0.19 | 4,851.46 | |||
| 0310 | INLAID PAVEMENT MARKER | 24489EC | EACH | 388.00 | 388.000 | 380.000 | 380.000 | 17.00 | 6,460.00 | |||
| 8024 | MAINTAIN & CONTROL TRAFFIC RAMP CLOSURE | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,840.00 | 4,840.00 | |||
| 8026 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 0.00 | 413.000 | 451.000 | 451.000 | 42.00 | 18,942.00 | |||
| 8027 | MAINTAIN & CONTROL TRAFFIC 9-30-14 | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 825.00 | 825.00 | |||
| Project | DE03400641402 | Fed/State Project Number | FD04 SPP 034 0064 072-075 | Category | 0003 TRAFFIC LOOPS | |||||||
| 0320 | CONDUIT-1 1/4 IN | 04793 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 11.59 | 579.50 | |||
| 0330 | CONDUIT-2 IN | 04795 | LF | 25.00 | 25.000 | 50.000 | 50.000 | 15.81 | 790.50 | |||
| 0340 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 686.00 | 1,372.00 | |||
| 0350 | TRENCHING AND BACKFILLING | 04820 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 3.22 | 225.40 | |||
| 0360 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,329.50 | 5,318.00 | |||
| 0370 | LOOP WIRE | 04830 | LF | 950.00 | 950.000 | 1,528.000 | 1,528.000 | 0.51 | 779.28 | |||
| 0380 | POLE 35 FT WOODEN | 04871 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,132.00 | 0.00 | |||
| 0390 | LOOP SAW SLOT AND FILL | 04895 | LF | 220.00 | 220.000 | 136.000 | 136.000 | 10.00 | 1,360.00 | |||
| 0400 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,977.00 | 1,977.00 | |||
| 0410 | INSTALL PAD MOUNT ENCLOSURE | 20213EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,217.00 | 3,217.00 | |||
| Project | DE03400641402 | Fed/State Project Number | FD04 SPP 034 0064 072-075 | Category | 0004 MOB AND DEMOB | |||||||
| 0420 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,966.83 | 26,966.83 | |||
| 0430 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 8,221.99 | 6,166.49 | 8,221.99 | |
| SUBTOT | $6,169.49 |
$646,829.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE10500641402 | Fed/State Project Number | FD04 SPP 105 0064 068-072 | 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 | DE10500641402 | Fed/State Project Number | FD04 SPP 105 0064 068-072 | Category | 0001 PAVING | |||||||
| 0010 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 1.720 | 1.720 | 685.00 | 1,178.20 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 766.00 | 766.000 | 735.450 | 735.450 | 58.00 | 42,656.10 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 604.00 | 3,310.470 | 3,411.230 | 3,411.230 | 64.00 | 218,318.72 | |||
| 0040 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,081.00 | 5,107.000 | 3,394.090 | 3,394.090 | 58.00 | 196,857.22 | |||
| 0050 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 10,316.00 | 13,441.150 | 13,441.150 | 13,441.150 | 68.00 | 913,998.20 | |||
| 0060 | MOBILIZATION FOR MILL & TEXT SCOTT | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 17,001.00 | 22,047.630 | 22,047.630 | 22,047.630 | 8.00 | 176,381.04 | |||
| 0080 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 87,992.00 | 87,992.000 | 87,992.000 | 87,992.000 | 0.14 | 12,318.88 | |||
| Project | DE10500641402 | Fed/State Project Number | FD04 SPP 105 0064 068-072 | Category | 0002 ROADWAY | |||||||
| 0090 | CURB BOX INLET TYPE B-T | 01484 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0100 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 875.000 | 699.000 | 699.000 | 42.00 | 29,358.00 | |||
| 0110 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 40.00 | 40.000 | 55.000 | 55.000 | 6.10 | 335.50 | |||
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 13.00 | 13.000 | 5.000 | 5.000 | 6.10 | 30.50 | |||
| 0130 | DITCHING | 02237 | LF | 82,241.00 | 82,241.000 | 1,884.000 | 1,884.000 | 0.25 | 471.00 | |||
| 0140 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 138.00 | 138.000 | 137.500 | 137.500 | 27.40 | 3,767.50 | |||
| 0150 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 38.75 | 38.75 | |||
| 0160 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,450.00 | 4,900.00 | |||
| 0170 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,635.00 | 4,635.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 2.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 600.00 | 1,800.00 | |||
| 0200 | REMOVE GUARDRAIL | 02381 | LF | 2,349.00 | 2,974.000 | 2,987.000 | 2,987.000 | 1.25 | 3,733.75 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,780.00 | 0.00 | |||
| 0220 | TEMPORARY SIGNS | 02562 | SQFT | 1,021.00 | 1,021.000 | 700.000 | 700.000 | 8.00 | 5,600.00 | |||
| 0230 | MAINTAIN & CONTROL TRAFFIC SCOTT | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 0250 | STAKING SCOTT | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0260 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,190.00 | 20,760.00 | |||
| 0270 | BASE FAILURE REPAIR | 03240 | SQYD | 150.00 | 150.000 | 0.000 | 0.000 | 197.35 | 0.00 | |||
| 0280 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 354.00 | 354.000 | 354.000 | 354.000 | 28.68 | 10,152.72 | |||
| 0290 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 183.00 | 183.000 | 118.000 | 118.000 | 28.68 | 3,384.24 | |||
| 0300 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 92,521.00 | 92,521.000 | 42,579.000 | 42,579.000 | 0.14 | 5,961.06 | |||
| 0310 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 894.00 | 894.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 0320 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 894.00 | 894.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0330 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 255.00 | 255.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 90.00 | 90.000 | 59.000 | 59.000 | 5.00 | 295.00 | |||
| 0350 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,780.00 | 3,780.000 | 964.000 | 964.000 | 3.00 | 2,892.00 | |||
| 0360 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 75.00 | 300.00 | |||
| 0370 | FUEL ADJUSTMENT | 10020NS | DOLL | 26,463.00 | 26,463.000 | 0.210 | 0.210 | 1.00 | 0.21 | |||
| 0380 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 66,467.00 | 66,467.000 | 30,781.010 | 30,781.010 | 1.00 | 30,781.01 | |||
| 0390 | JOINT ADHESIVE | 20071EC | LF | 123,362.00 | 102,802.000 | 88,475.000 | 88,475.000 | 0.45 | 39,813.75 | |||
| 0400 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,863.00 | 2,513.000 | 2,500.000 | 2,500.000 | 17.12 | 42,800.00 | |||
| 0410 | KPDES PERMIT AND TEMP EROSION CONTROL SCOTT | 23143ED | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0420 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 57,152.00 | 57,152.000 | 58,749.000 | 58,749.000 | 0.19 | 11,162.31 | |||
| 0430 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 46,871.00 | 46,871.000 | 39,023.000 | 39,023.000 | 0.19 | 7,414.37 | |||
| 0440 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 3,399.00 | 3,399.000 | 2,272.000 | 2,272.000 | 0.35 | 795.20 | |||
| 0450 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,491.00 | 1,491.000 | 1,300.000 | 1,300.000 | 17.00 | 22,100.00 | |||
| 8000 | FILL AND CAP SINKHOLE MP 68.936 | 02471 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 9,881.47 | 9,881.47 | |||
| 8001 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 0.00 | 300.000 | 249.000 | 249.000 | 33.00 | 8,217.00 | |||
| 8002 | MAINTAIN & CONTROL TRAFFIC Guardrail | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,987.70 | 6,987.70 | |||
| 8003 | GUARDRAIL CONNECTOR TO BRIDGE END TY A Modified | 02363 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 2,632.85 | 21,062.80 | |||
| 8018 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,850.00 | 3,850.00 | |||
| 8019 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 18.000 | 18.000 | 18.000 | 45.84 | 825.12 | |||
| 8020 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 15.000 | 12.000 | 12.000 | 110.00 | 1,320.00 | |||
| 8021 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 0.00 | 50.000 | 50.000 | 50.000 | 30.36 | 1,518.00 | |||
| 8022 | BLOW UP/RELIEF JOINT SCOTT | 20509ED | SQYD | 0.00 | 408.870 | 408.870 | 408.870 | 349.09 | 142,732.42 | |||
| 8025 | MAINTAIN & CONTROL TRAFFIC 8-23-14 | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,425.00 | 7,425.00 | |||
| 8028 | MAINTAIN & CONTROL TRAFFIC 8-25-14 & 9-5-14 | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,912.50 | 5,912.50 | |||
| Project | DE10500641402 | Fed/State Project Number | FD04 SPP 105 0064 068-072 | Category | 0003 TRAFFIC LOOPS | |||||||
| 0460 | LOOP WIRE | 04830 | LF | 800.00 | 800.000 | 732.000 | 732.000 | 0.51 | 373.32 | |||
| 0470 | LOOP SAW SLOT AND FILL | 04895 | LF | 150.00 | 150.000 | 137.000 | 137.000 | 10.00 | 1,370.00 | |||
| Project | DE10500641402 | Fed/State Project Number | FD04 SPP 105 0064 068-072 | Category | 0004 MOB AND DEMOB | |||||||
| 0480 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,893.68 | 80,893.68 | |||
| 0490 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 24,663.87 | 18,497.90 | 24,663.87 | |
| SUBTOT | $18,500.90 |
$2,857,355.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE12000641402 | Fed/State Project Number | FD04 SPP 120 0064 064-068 | 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 | DE12000641402 | Fed/State Project Number | FD04 SPP 120 0064 064-068 | Category | 0001 PAVING | |||||||
| 0010 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 685.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 445.00 | 445.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 951.00 | 1,962.270 | 1,987.620 | 1,987.620 | 64.00 | 127,207.68 | |||
| 0040 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 3,685.00 | 3,025.000 | 1,794.350 | 1,794.350 | 58.00 | 104,072.30 | |||
| 0050 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 6,251.00 | 8,178.700 | 8,178.700 | 8,178.700 | 68.00 | 556,151.60 | |||
| 0060 | MOBILIZATION FOR MILL & TEXT WOODFORD | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 10,888.00 | 13,623.370 | 13,708.250 | 13,708.250 | 8.00 | 109,666.00 | |||
| 0080 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 51,818.00 | 51,818.000 | 51,818.000 | 51,818.000 | 0.14 | 7,254.52 | |||
| Project | DE12000641402 | Fed/State Project Number | FD04 SPP 120 0064 064-068 | Category | 0002 ROADWAY | |||||||
| 0090 | CURB BOX INLET TYPE B-T | 01484 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0100 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 175.00 | 175.000 | 223.000 | 223.000 | 42.00 | 9,366.00 | |||
| 0110 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 26.00 | 26.000 | 21.000 | 21.000 | 6.10 | 128.10 | |||
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 20.00 | 20.000 | 18.000 | 18.000 | 6.10 | 109.80 | |||
| 0130 | DITCHING | 02237 | LF | 47,742.00 | 47,742.000 | 1,688.000 | 1,688.000 | 0.25 | 422.00 | |||
| 0140 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 413.00 | 413.000 | 412.500 | 412.500 | 27.40 | 11,302.50 | |||
| 0150 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 38.75 | 116.25 | |||
| 0160 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,450.00 | 9,800.00 | |||
| 0170 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,635.00 | 13,905.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 0200 | REMOVE GUARDRAIL | 02381 | LF | 1,784.00 | 1,784.000 | 1,690.500 | 1,690.500 | 1.25 | 2,113.12 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,780.00 | 0.00 | |||
| 0220 | TEMPORARY SIGNS | 02562 | SQFT | 593.00 | 742.000 | 149.000 | 500.000 | 649.000 | 8.00 | 1,192.00 | 5,192.00 | |
| 0230 | MAINTAIN & CONTROL TRAFFIC WOODFORD | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 5.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 0250 | STAKING WOODFORD | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0260 | CRASH CUSHION TYPE IX | 02929 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,190.00 | 5,190.00 | |||
| 0270 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 240.00 | 240.000 | 240.000 | 240.000 | 28.68 | 6,883.20 | |||
| 0280 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 142.00 | 142.000 | 79.000 | 79.000 | 28.68 | 2,265.72 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 53,709.00 | 53,709.000 | 38,129.000 | 38,129.000 | 0.14 | 5,338.06 | |||
| 0300 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 519.00 | 519.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 0310 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 519.00 | 519.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0320 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 148.00 | 148.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
| 0330 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 95.00 | 95.000 | 73.000 | 73.000 | 5.00 | 365.00 | |||
| 0340 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,600.00 | 6,600.000 | 1,093.000 | 1,093.000 | 3.00 | 3,279.00 | |||
| 0350 | FUEL ADJUSTMENT | 10020NS | DOLL | 16,948.00 | 16,948.000 | -51.530 | -51.530 | 1.00 | -51.53 | |||
| 0360 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 42,568.00 | 42,568.000 | 17,308.380 | 17,308.380 | 1.00 | 17,308.38 | |||
| 0370 | JOINT ADHESIVE | 20071EC | LF | 71,613.00 | 59,595.720 | 51,370.000 | 51,370.000 | 0.45 | 23,116.50 | |||
| 0380 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,125.00 | 1,125.000 | 1,175.000 | 1,175.000 | 17.12 | 20,116.00 | |||
| 0390 | KPDES PERMIT AND TEMP EROSION CONTROL WOODFORD | 23143ED | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1.00 | 1.00 | 1.00 | |
| 0400 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 33,915.00 | 33,915.000 | 36,397.000 | 36,397.000 | 0.19 | 6,915.43 | |||
| 0410 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 27,947.00 | 27,947.000 | 30,264.000 | 30,264.000 | 0.19 | 5,750.16 | |||
| 0420 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 2,846.00 | 2,846.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0430 | INLAID PAVEMENT MARKER | 24489EC | EACH | 980.00 | 980.000 | 772.000 | 772.000 | 17.00 | 13,124.00 | |||
| 8001 | REMOVE CONCRETE MEDIAN KY 341 OVERLAY | 02006 | LF | 0.00 | 461.000 | 461.000 | 461.000 | 150.00 | 69,150.00 | |||
| 8002 | MAINTAIN & CONTROL TRAFFIC KY 341 OVERLAY | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8003 | LANE CLOSURE KY 341 OVERLAY | 02653 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,750.00 | 5,500.00 | 5,500.00 | |
| 8004 | EXPAN JOINT REPLACE 4 IN KY 341 OVERLAY | 03298 | LF | 0.00 | 136.000 | 136.000 | 136.000 | 715.00 | 97,240.00 | |||
| 8005 | ARMORED EDGE FOR CONCRETE KY 341 OVERLAY | 03299 | LF | 0.00 | 136.000 | 136.000 | 136.000 | 214.50 | 29,172.00 | |||
| 8006 | PAVE STRIPING-PERM PAINT-4 IN KY 341 OVERLAY | 06514 | LF | 0.00 | 1,400.000 | 5,256.000 | 5,256.000 | 1.00 | 5,256.00 | |||
| 8007 | PAVE STRIPING-TEMP REM TAPE-B KY 341 OVERLAY | 06549 | LF | 0.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8008 | PAVE STRIPING-TEMP REM TAPE-W KY 341 OVERLAY | 06550 | LF | 0.00 | 2,000.000 | 1,282.000 | 1,282.000 | 1.00 | 1,282.00 | |||
| 8009 | PAVE STRIPING-TEMP REM TAPE-Y KY 341 OVERLAY | 06551 | LF | 0.00 | 2,000.000 | 1,282.000 | 1,282.000 | 1.00 | 1,282.00 | |||
| 8010 | STEEL REINFORCEMENT KY 341 OVERLAY | 08150 | LB | 0.00 | 267.000 | 267.000 | 0.000 | 267.000 | 1.50 | 400.50 | 400.50 | |
| 8011 | EPOXY SAND SLURRY KY 341 OVERLAY | 08504 | SQYD | 0.00 | 153.000 | 155.000 | 155.000 | 27.50 | 4,262.50 | |||
| 8012 | CONC CLASS M FULL DEPTH PATCH KY 341 OVERLAY | 08526 | CUYD | 0.00 | 4.000 | 2.500 | 2.500 | 1,250.00 | 3,125.00 | |||
| 8013 | CONCRETE OVERLAY-LATEX KY 341 Bridge Overlay | 08534 | CUYD | 0.00 | 88.100 | 88.100 | 88.100 | 1,375.00 | 121,137.50 | |||
| 8014 | BLAST CLEANING KY 341 OVERLAY | 08549 | SQYD | 0.00 | 2,269.000 | 2,293.220 | 2,293.220 | 13.20 | 30,270.50 | |||
| 8015 | MACHINE PREP OF SLAB KY 341 OVERLAY | 08551 | SQYD | 0.00 | 2,116.000 | 2,138.220 | 2,138.220 | 16.50 | 35,280.63 | |||
| 8016 | PARTIAL DEPTH PATCHING KY 341 OVERLAY | 24094EC | CUYD | 0.00 | 58.800 | 66.240 | 66.240 | 1,110.00 | 73,526.40 | |||
| 8023 | BLOW UP/RELIEF JOINT WOODFORD | 20509ED | SQYD | 0.00 | 202.100 | 202.100 | 202.100 | 349.09 | 70,551.08 | |||
| 8030 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 800.000 | 2,329.000 | 2,329.000 | 1.10 | 2,561.90 | |||
| 8031 | PAVE MARKING-THERMO CURV ARROW ON CONCRETE OVERLAY | 06574 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 165.00 | 330.00 | |||
| Project | DE12000641402 | Fed/State Project Number | FD04 SPP 120 0064 064-068 | Category | 0003 MOB AND DEMOB | |||||||
| 0440 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,139.49 | 52,139.49 | |||
| 0450 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 15,739.14 | 11,804.35 | 15,739.14 | |
| 8017 | MOBILIZATION KY 341 OVERLAY | 02568 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 14,549.38 | 0.00 | |||
| SUBTOT | $18,899.85 |
$4,626,872.24 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
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| SUBTOT | $0.00 |
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