|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:01/08/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 122601 | Estimate Number | 0013 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05340) Nolan, William L. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | ADDR SN 1 VC Code VC0000026469 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 07/25/2013 TO 11/22/2013 | ||||||
| Date Approved | 01/08/2014 | ||||||
| Primary Proj Number | MB05600651240 | ||||||
| Project No. | IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | JOHN F. KENNEDY MEMORIAL BRIDGE OVER OHIO RIVER | ||||||
| Description | KENNEDY MEMORIAL BRIDGE WITH APPROACHES TO BRIDGE AND RAMPS | ||||||
| Date Let | 02/24/2012 | Formal Acceptance | 08/15/2012 | ||||
| Date Awarded | 03/02/2012 | Date Work Began | 04/26/2012 | ||||
| Date Contract Executed | 03/20/2012 | Open To Traffic | 08/15/2012 | ||||
| Date NTP Issued | 03/20/2012 | Actual Completion Date | 08/15/2012 | ||||
| Current Contract Amount | $17,221,216.96 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $16,168,323.35 |
Total Earnings | $17,204,753.89 |
$17,007,043.03 |
$197,710.86 |
|
| Percent Complete | 99.90 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $16,463.07 |
Gross Earnings | $17,204,753.89 |
$17,007,043.03 |
$197,710.86 |
|
| Total Change Orders | $1,052,893.61 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $17,204,753.89 |
$17,007,043.03 |
$197,710.86 |
|||
| Contract Id | 122601 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0013 | Project Number | IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021), IM 0659 (021) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 07/25/2013 TO 11/22/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Traffic Control Phasing Alternative | Approved | 08/16/2012 | $448,925.00 | 0.0 | |||||
| 002 | Class M overlay change of scope | Approved | 11/26/2012 | $5,461.93 | 17.0 | |||||
| 003 | ACCOUNTING CHANGEORDER | Approved | 07/03/2012 | $0.00 | 0.0 | |||||
| 004 | L23 Stringer Bearing Replacement Cost Plus | Approved | 10/17/2012 | $56,156.39 | 0.0 | |||||
| 006 | accounting adjustment Co#2 and e-mars | Approved | 11/20/2012 | $0.00 | 0.0 | |||||
| 007 | L0' Structural Steel Repair Cost Plus and Additional LEO Hrs | Approved | 07/10/2013 | $542,350.28 | 0.0 | |||||
| 008 | Non Spec Material Override | Approved | 10/03/2013 | $0.01 | 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 | 122601 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | E2, E3, E5, C2 | TRANSPORTATION CABINET |
Primary Project Number | MB05600651240 | ||||||
| Estimate Nbr | 0013 | Period | 07/25/2013 TO 11/22/2013 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
| Project | MB05600651240 | Fed/State Project Number | IM 0659 (021) | Category | 0001 BRIDGE INDIANA APPROACH | |||||||
| 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 | |
| 0010 | JACK AND SUPPORT BEAM ENDS | 20544NC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 10,000.00 | 60,000.00 | |||
| 0020 | HYDRODEMOLITION | 08550 | SQYD | 6,800.00 | 6,602.000 | 6,602.000 | 6,602.000 | 30.00 | 198,060.00 | |||
| 0030 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 574.00 | 0.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0040 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 63.00 | 0.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0050 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 60.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0060 | STRUCTURAL STEEL 1000 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0070 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 90.00 | 138.000 | 138.000 | 138.000 | 45.00 | 6,210.00 | |||
| 0080 | JOINT SEALING | 08540 | LF | 398.00 | 398.000 | 398.000 | 398.000 | 25.00 | 9,950.00 | |||
| 0090 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 570.00 | 853.660 | 853.660 | 853.660 | 145.00 | 123,780.70 | |||
| 0100 | DRAIN PIPE-8 IN | 08821 | LF | 1,055.00 | 947.100 | 947.100 | 947.100 | 70.00 | 66,297.00 | |||
| 0110 | MASONRY COATING | 02998 | SQYD | 2,235.00 | 2,235.000 | 2,235.000 | 2,235.000 | 10.00 | 22,350.00 | |||
| 0120 | CLEAN BRIDGE DRAINS | 03261 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 400.00 | 10,400.00 | |||
| 0130 | DRILL HOLES IN STEEL MEMBERS | 24409EC | EACH | 64.00 | 55.000 | 55.000 | 55.000 | 100.00 | 5,500.00 | |||
| 0140 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 2,092.00 | 2,462.000 | 2,462.000 | 2,462.000 | 0.20 | 492.40 | |||
| 0150 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 1,316.00 | 1,854.000 | 1,854.000 | 1,854.000 | 0.20 | 370.80 | |||
| 0160 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 15,085.00 | 3,433.250 | 3,433.250 | 3,433.250 | 2.05 | 7,038.16 | |||
| 0170 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 8,932.00 | 6,991.500 | -100.000 | 6,991.500 | 6,891.500 | 2.05 | -205.00 | 14,127.57 | |
| 0180 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 9,925.00 | 1,783.000 | 41.000 | 1,783.000 | 1,824.000 | 2.05 | 84.05 | 3,739.20 | |
| 0210 | SIGNS | 02562 | SQFT | 1,439.00 | 1,956.300 | 1,956.300 | 1,956.300 | 13.50 | 26,410.05 | |||
| 0220 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 742.00 | 2,968.00 | |||
| 0230 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,272.00 | 6,360.00 | |||
| 0240 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 7.000 | 7.000 | 7.000 | 100.00 | 700.00 | |||
| 0250 | TEMP WORKSITE SPEED LIMIT SIGN ASSEMBLY | 24432EC | EACH | 14.00 | 9.000 | 9.000 | 9.000 | 1,219.00 | 10,971.00 | |||
| 0260 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 72.00 | 72.000 | 72.000 | 72.000 | 25.00 | 1,800.00 | |||
| 0270 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 32.90 | 0.00 | |||
| 0280 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 32.90 | 0.00 | |||
| 0290 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 935.00 | 8,273.750 | 8,273.750 | 8,273.750 | 0.59 | 4,881.51 | |||
| 0300 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,120.00 | 2,120.00 | |||
| 0310 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 192.00 | 2,303.000 | 2,300.000 | 2,300.000 | 31.00 | 71,300.00 | |||
| 0320 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0330 | MAINTAIN & CONTROL TRAFFIC IND. APPROACH | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 550,000.00 | 550,000.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -37.080 | 0.000 | -37.080 | 1.00 | -37.08 | -37.08 | |
| 8011 | CONCRETE-CLASS M 1 MODIFIED OVERLAY | 08106 | CUYD | 0.00 | 398.500 | 398.500 | 398.500 | 1,105.62 | 440,589.57 | |||
| 8021 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 398,014.280 | 398,014.280 | 398,014.280 | 1.00 | 398,014.28 | |||
| 9001 | ACCOUNTING ADJUSTMENT PO Line 1 | 10206NC | DOLL | 0.00 | -55,349.100 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | MB05600651240 | Fed/State Project Number | IM 0659 (021) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0400 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 81,433.61 | 81,433.61 | |||
| 0401 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 26,153.75 | 19,615.31 | 26,153.75 | |
| 9002 | ACCOUNTING ADJUSTMENT PO Line 1 | 10206NC | DOLL | 0.00 | -22.270 | -7,766.680 | 7,766.680 | 0.000 | 1.00 | -7,766.68 | 0.00 | |
| SUBTOT | $11,690.60 |
$2,209,480.54 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB05600651241 | Fed/State Project Number | IM 0659 (021) | Category | 0001 BRIDGE I 64 RAMP FROM I 65 SB | |||||||
| 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 | |
| 0010 | HYDRODEMOLITION | 08550 | SQYD | 2,860.00 | 2,893.330 | 2,893.330 | 2,893.330 | 30.00 | 86,799.90 | |||
| 0020 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 252.00 | 0.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0030 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 52.41 | 2.387 | 0.387 | 0.387 | 1,300.00 | 503.10 | |||
| 0040 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 100.00 | 192.928 | 192.928 | 192.928 | 1,000.00 | 192,928.00 | |||
| 0050 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 1,375.00 | 1,453.000 | 1,453.000 | 1,453.000 | 0.20 | 290.60 | |||
| 0060 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 968.00 | 1,200.000 | 1,200.000 | 1,200.000 | 0.20 | 240.00 | |||
| 0090 | SIGNS | 02562 | SQFT | 150.00 | 106.000 | 106.000 | 106.000 | 13.50 | 1,431.00 | |||
| 0100 | ASPHALT PLUG JOINT | 24105EC | LF | 230.00 | 241.000 | 241.000 | 241.000 | 230.00 | 55,430.00 | |||
| 0110 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 236.00 | 240.700 | 240.700 | 240.700 | 500.00 | 120,350.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC 056B00176N | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 575,000.00 | 575,000.00 | |||
| 0130 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,470.00 | 351.200 | 351.200 | 351.200 | 2.00 | 702.40 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -24.000 | 0.000 | -24.000 | 1.00 | -24.00 | -24.00 | |
| 8012 | ASPHALT WATERPROOFING MIX Small quantity price adjustment | 21138ED | TON | 0.00 | 336.680 | 336.680 | 336.680 | 416.30 | 140,159.88 | |||
| Project | MB05600651241 | Fed/State Project Number | IM 0659 (021) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0140 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,820.71 | 37,820.71 | |||
| 0180 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 12,146.47 | 9,109.85 | 12,146.47 | |
| 9002 | ACCOUNTING ADJUSTMENT PO LINE 2 | 10206NC | DOLL | 0.00 | -895,880.700 | 884,193.110 | -884,193.110 | 0.000 | 1.00 | 884,193.11 | 0.00 | |
| SUBTOT | $893,278.96 |
$3,433,258.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB05600651242 | Fed/State Project Number | IM 0659 (021) | Category | 0001 BRIDGE NB I 65 TO I 64 EB WB | |||||||
| 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 | |
| 0010 | HYDRODEMOLITION | 08550 | SQYD | 3,950.00 | 3,845.000 | 3,845.000 | 3,845.000 | 30.00 | 115,350.00 | |||
| 0020 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 361.00 | 0.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0030 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 72.43 | 0.029 | 0.029 | 0.029 | 1,300.00 | 37.70 | |||
| 0040 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 138.00 | 229.971 | 229.971 | 229.971 | 1,000.00 | 229,971.00 | |||
| 0050 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 725.00 | 1,938.700 | 1,938.700 | 1,938.700 | 0.20 | 387.74 | |||
| 0060 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 1,070.00 | 1,285.000 | 1,285.000 | 1,285.000 | 0.20 | 257.00 | |||
| 0070 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 0.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0090 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 0.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0120 | SIGNS | 02562 | SQFT | 650.00 | 650.000 | 650.000 | 650.000 | 13.50 | 8,775.00 | |||
| 0130 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 742.00 | 1,484.00 | |||
| 0140 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,272.00 | 1,272.00 | |||
| 0160 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0170 | JOINT SEALING | 08540 | LF | 96.00 | 265.300 | 265.300 | 265.300 | 25.00 | 6,632.50 | |||
| 0180 | ASPHALT PLUG JOINT | 24105EC | LF | 136.00 | 238.820 | 238.820 | 238.820 | 230.00 | 54,928.60 | |||
| 0190 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 223.00 | 226.700 | 226.700 | 226.700 | 500.00 | 113,350.00 | |||
| 0200 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,120.00 | 0.00 | |||
| 0210 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 96.00 | 768.000 | 768.000 | 768.000 | 31.00 | 23,808.00 | |||
| 0220 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,270.00 | 761.300 | 761.300 | 761.300 | 2.00 | 1,522.60 | |||
| 0230 | MAINTAIN & CONTROL TRAFFIC 056B00177N | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 550,000.00 | 550,000.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -25.700 | 0.000 | -25.700 | 1.00 | -25.70 | -25.70 | |
| 8012 | ASPHALT WATERPROOFING MIX Small quantity price adjustment | 21138ED | TON | 0.00 | 511.000 | 511.000 | 511.000 | 416.30 | 212,729.30 | |||
| Project | MB05600651242 | Fed/State Project Number | IM 0659 (021) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0240 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,625.05 | 47,625.05 | |||
| 0300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 15,378.88 | 11,534.16 | 15,378.88 | |
| 9003 | ACCOUNTING ADJUSTMENT PO LINE 3 | 10206NC | DOLL | 0.00 | 48,897.060 | -37,443.940 | 37,443.940 | 0.000 | 1.00 | -37,443.94 | 0.00 | |
| SUBTOT | $-25,935.47 |
$4,821,742.30 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB05600651243 | Fed/State Project Number | IM 0659 (021) | Category | 0001 BRIDGE I 64 TO I 65 NB | |||||||
| 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 | |
| 0010 | HYDRODEMOLITION | 08550 | SQYD | 2,282.00 | 2,282.000 | 2,282.000 | 2,282.000 | 30.00 | 68,460.00 | |||
| 0020 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 204.00 | 0.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0030 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 40.00 | 0.030 | 0.030 | 0.030 | 1,300.00 | 39.00 | |||
| 0040 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 96.00 | 145.250 | 145.250 | 145.250 | 1,000.00 | 145,250.00 | |||
| 0050 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 1,280.00 | 1,280.000 | 1,280.000 | 1,280.000 | 0.20 | 256.00 | |||
| 0060 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 640.00 | 640.000 | 640.000 | 640.000 | 0.20 | 128.00 | |||
| 0070 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 820.00 | 0.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0100 | SIGNS | 02562 | SQFT | 150.00 | 26.000 | 26.000 | 26.000 | 13.50 | 351.00 | |||
| 0110 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 742.00 | 1,484.00 | |||
| 0120 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,272.00 | 2,544.00 | |||
| 0130 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0140 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0150 | JOINT SEALING | 08540 | LF | 40.00 | 352.400 | 352.400 | 352.400 | 25.00 | 8,810.00 | |||
| 0160 | ASPHALT PLUG JOINT | 24105EC | LF | 90.00 | 90.600 | 90.600 | 90.600 | 230.00 | 20,838.00 | |||
| 0165 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 128.00 | 133.800 | 133.800 | 133.800 | 500.00 | 66,900.00 | |||
| 0170 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 192.00 | 502.500 | 502.500 | 502.500 | 31.00 | 15,577.50 | |||
| 0180 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,070.00 | 776.600 | 776.600 | 776.600 | 2.00 | 1,553.20 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC 056B00202N | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 550,000.00 | 550,000.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -12.800 | 0.000 | -12.800 | 1.00 | -12.80 | -12.80 | |
| 8012 | ASPHALT WATERPROOFING MIX Small quantity price adjustment | 21138ED | TON | 0.00 | 400.000 | 400.000 | 400.000 | 416.30 | 166,520.00 | |||
| Project | MB05600651243 | Fed/State Project Number | IM 0659 (021) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0190 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,949.30 | 30,949.30 | |||
| 0210 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 8,971.01 | 6,728.26 | 8,971.01 | |
| 9004 | ACCOUNTING ADJUSTMENT PO LINE 4 | 10206NC | DOLL | 0.00 | 89,235.300 | -84,580.820 | 84,580.820 | 0.000 | 1.00 | -84,580.82 | 0.00 | |
| SUBTOT | $-77,865.35 |
$5,915,560.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB05600651244 | Fed/State Project Number | IM 0659 (021) | Category | 0001 BRIDGE I 65 50% INDIANA | |||||||
| 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 | |
| 0010 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,202.40 | 283.700 | 283.700 | 283.700 | 2.00 | 567.40 | |||
| 0020 | REM AND REPLACE FINGER EXPANSION JOINT | 24430EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 425,000.00 | 1,700,000.00 | |||
| 0030 | HYDRODEMOLITION | 08550 | SQYD | 26,400.00 | 25,662.000 | 25,662.000 | 25,662.000 | 30.00 | 769,860.00 | |||
| 0040 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 2,180.00 | 0.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0050 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 774.00 | 0.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0060 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 1,400.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0070 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 10,080.00 | 12,098.300 | -296.000 | 12,098.300 | 11,802.300 | 0.20 | -59.20 | 2,360.46 | |
| 0080 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 5,500.00 | 8,775.000 | 8,775.000 | 8,775.000 | 0.20 | 1,755.00 | |||
| 0085 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 13,900.00 | 26,372.250 | 26,372.250 | 26,372.250 | 0.59 | 15,559.62 | |||
| 0090 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 11,900.00 | 6,721.750 | 6,721.750 | 6,721.750 | 2.05 | 13,779.58 | |||
| 0100 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,000.00 | 14,883.500 | 14,883.500 | 14,883.500 | 2.05 | 30,511.17 | |||
| 0110 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,680.00 | 4,767.000 | 4,767.000 | 4,767.000 | 2.05 | 9,772.35 | |||
| 0140 | SIGNS | 02562 | SQFT | 1,000.00 | 1,282.000 | 1,282.000 | 1,282.000 | 13.50 | 17,307.00 | |||
| 0150 | ARROW PANEL | 02775 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 742.00 | 2,226.00 | |||
| 0160 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 1,272.00 | 7,632.00 | |||
| 0170 | REMOVE AND REPLACE STRINGER BEARINGS | 24429EC | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 60,000.00 | 1,440,000.00 | |||
| 0180 | DRAINAGE SYSTEM | 24431EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 42,500.00 | 85,000.00 | |||
| 0190 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 2,400.00 | 3,386.500 | 3,389.500 | 3,389.500 | 31.00 | 105,074.50 | |||
| 0200 | JOINT SEALING | 08540 | LF | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 25.00 | 40,000.00 | |||
| 0210 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,120.00 | 2,120.00 | |||
| 0220 | LANE CLOSURE | 02653 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,500.00 | 17,500.00 | |||
| 0230 | TIME COMPONENT ENTIRE PROJECT | 10212ND | DOLL | 50,000.00 | 50,000.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0240 | TIME COMPONENT SOUTHBOND | 10222ND | DOLL | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0250 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0260 | MAINTAIN & CONTROL TRAFFIC 056B00214N | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 550,000.00 | 550,000.00 | |||
| 0320 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -175.500 | 0.000 | -175.500 | 1.00 | -175.50 | -175.50 | |
| 8001 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 4,900.000 | 5,580.000 | 5,580.000 | 29.25 | 163,215.00 | |||
| 8002 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 0.00 | 4,900.000 | 5,580.000 | 5,580.000 | 6.10 | 34,038.00 | |||
| 8003 | CRASH CUSHION TY VI CLASS CT | 08905 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 7,350.00 | 14,700.00 | |||
| 8004 | REMOVE CONC MEDIAN BARRIER & REPLACE | 21935EN | LF | 0.00 | 1,400.000 | 1,147.000 | 1,147.000 | 138.40 | 158,744.80 | |||
| 8005 | TEMP MEDIAN CROSSOVER Pavement Wedge and Maintenance | 20545ND | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 12,312.50 | 49,250.00 | |||
| 8006 | MAINTAIN & CONTROL TRAFFIC Additional MOT | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 8007 | EW~ Bonding Epoxy for Class M overlay | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 199,126.34 | 199,126.34 | |||
| 8009 | EW~ For 2 lanes to be cleaned again | 10096EX | SQYD | 0.00 | 6,657.760 | 6,657.760 | 6,657.760 | 7.20 | 47,966.49 | |||
| 8010 | DELAY COST Delay due to change of work | 10070NX | DOLL | 0.00 | 175,050.230 | 175,050.230 | 175,050.230 | 1.00 | 175,050.23 | |||
| 8011 | CONCRETE-CLASS M 1 MODIFIED OVERLAY | 08106 | CUYD | 0.00 | 1,638.000 | 1,638.000 | 1,638.000 | 1,105.62 | 1,811,005.56 | |||
| 8013 | COST PLUS WORK L23 Stringer Bearing Jacking | 10080NSD | DOLL | 0.00 | 56,156.390 | 56,156.390 | 56,156.390 | 1.00 | 56,156.39 | |||
| 8014 | EW~ Fixed Cost Adjustment | 10098NX | DOLL | 0.00 | 72,773.200 | 72,773.200 | 72,773.200 | 1.00 | 72,773.20 | |||
| 8018 | ASPHALT WATERPROOFING MIX Small quantity price adjustment | 21138ED | TON | 0.00 | 179.250 | 179.250 | 179.250 | 416.30 | 74,621.77 | |||
| 9000 | ACCOUNTING ADJUSTMENT KY PORTION (DEDUCT) | 10206NC | DOLL | 4,253,845.91 | 4,253,845.910 | 17,603.220 | 4,154,957.960 | 4,172,561.180 | -1.00 | -17,603.22 | -4,172,561.18 | |
| Project | MB05600651244 | Fed/State Project Number | IM 0659 (021) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0270 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 468,240.87 | 468,240.87 | |||
| 0300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 150,384.13 | 112,788.10 | 150,384.13 | |
| 9005 | ACCOUNTING ADJUSTMENT PO LINE 5 | 10206NC | DOLL | 0.00 | 751,665.890 | -759,749.750 | 759,749.750 | 0.000 | 1.00 | -759,749.75 | 0.00 | |
| Project | MB05600651244 | Fed/State Project Number | IM 0659 (021) | Category | 0003 INDIANA PORTION KENNEDY BRIDGE | |||||||
| 9002 | ACCOUNTING ADJUSTMENT INDIANA PORTION (ADDITION) | 10206NC | DOLL | 4,253,845.91 | 4,253,845.910 | 17,603.220 | 4,154,957.960 | 4,172,561.180 | 1.00 | 17,603.22 | 4,172,561.18 | |
| SUBTOT | $-647,196.34 |
$14,260,682.92 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB05600651245 | Fed/State Project Number | IM 0659 (021) | Category | 0001 BRIDGE I 64 TO I 65 RAMP OVER I-64 EB & WITHERSPOON B00178N | |||||||
| 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 | |
| 0010 | HYDRODEMOLITION | 08550 | SQYD | 1,462.00 | 1,978.000 | 1,978.000 | 1,978.000 | 30.00 | 59,340.00 | |||
| 0020 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 158.00 | 0.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0030 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 27.00 | 0.570 | 0.570 | 0.570 | 1,300.00 | 741.00 | |||
| 0040 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 67.00 | 193.500 | 193.500 | 193.500 | 1,000.00 | 193,500.00 | |||
| 0050 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 890.00 | 2,053.000 | 2,053.000 | 2,053.000 | 0.20 | 410.60 | |||
| 0060 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 475.00 | 933.000 | 933.000 | 933.000 | 0.20 | 186.60 | |||
| 0070 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,560.00 | 0.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0080 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 0.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0090 | SIGNS | 02562 | SQFT | 590.00 | 580.700 | 580.700 | 580.700 | 13.50 | 7,839.45 | |||
| 0100 | ARROW PANEL | 02775 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 742.00 | 0.00 | |||
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,272.00 | 2,544.00 | |||
| 0120 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0130 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0140 | ASPHALT PLUG JOINT | 24105EC | LF | 154.00 | 160.000 | 160.000 | 160.000 | 230.00 | 36,800.00 | |||
| 0150 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 162.00 | 171.200 | 171.200 | 171.200 | 500.00 | 85,600.00 | |||
| 0160 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,120.00 | 0.00 | |||
| 0170 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 192.00 | 768.000 | 768.000 | 768.000 | 31.00 | 23,808.00 | |||
| 0180 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,002.00 | 1,404.800 | 1,404.800 | 1,404.800 | 2.00 | 2,809.60 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC 056B00178N | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 550,000.00 | 550,000.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -18.660 | 0.000 | -18.660 | 1.00 | -18.66 | -18.66 | |
| 8012 | ASPHALT WATERPROOFING MIX Small quantity price adjustment | 21138ED | TON | 0.00 | 397.880 | 397.880 | 397.880 | 416.30 | 165,637.44 | |||
| Project | MB05600651245 | Fed/State Project Number | IM 0659 (021) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0200 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,020.61 | 25,020.61 | |||
| 0300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 8,045.43 | 6,034.07 | 8,045.43 | |
| 9006 | ACCOUNTING ADJUSTMENT PO LINE 6 | 10206NC | DOLL | 0.00 | 2,544.000 | 94,676.080 | -94,676.080 | 0.000 | 1.00 | 94,676.08 | 0.00 | |
| SUBTOT | $100,691.49 |
$15,425,647.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB05600651247 | Fed/State Project Number | IM 0659 (021) | Category | 0001 BRIDGE I 65 OVER I 64 WB EB & RIVER RD | |||||||
| 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 | |
| 0010 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 534.40 | 0.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0030 | HYDRODEMOLITION | 08550 | SQYD | 7,396.00 | 7,295.260 | 7,295.260 | 7,295.260 | 30.00 | 218,857.80 | |||
| 0040 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 611.00 | 0.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0050 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 130.00 | 0.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0060 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 259.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0070 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 1,235.00 | 3,496.000 | 3,496.000 | 3,496.000 | 0.20 | 699.20 | |||
| 0080 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 690.00 | 2,160.000 | 2,160.000 | 2,160.000 | 0.20 | 432.00 | |||
| 0090 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,610.00 | 1,677.000 | 1,677.000 | 1,677.000 | 2.05 | 3,437.85 | |||
| 0100 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 1,485.000 | 1,485.000 | 1,485.000 | 2.05 | 3,044.25 | |||
| 0110 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 680.00 | 1,160.000 | 1,160.000 | 1,160.000 | 2.05 | 2,378.00 | |||
| 0140 | SIGNS | 02562 | SQFT | 80.00 | 226.000 | 226.000 | 226.000 | 13.50 | 3,051.00 | |||
| 0150 | ARROW PANEL | 02775 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 742.00 | 0.00 | |||
| 0220 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0230 | ASPHALT PLUG JOINT | 24105EC | LF | 315.00 | 32.000 | 32.000 | 32.000 | 230.00 | 7,360.00 | |||
| 0240 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 500.00 | 38,000.00 | |||
| 0250 | MAINTAIN & CONTROL TRAFFIC 056B00175N | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 700,000.00 | 700,000.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -43.200 | 0.000 | -43.200 | 1.00 | -43.20 | -43.20 | |
| 8012 | ASPHALT WATERPROOFING MIX Additional Rosphalt to new project limits | 21138ED | TON | 0.00 | 1,206.800 | 1,206.800 | 1,206.800 | 416.30 | 502,390.84 | |||
| 8015 | MACHINE PREP OF SLAB | 08551 | SQYD | 0.00 | 8,889.000 | 8,889.000 | 8,889.000 | 21.00 | 186,669.00 | |||
| 8016 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| Project | MB05600651247 | Fed/State Project Number | IM 0659 (021) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0260 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 58,909.81 | 58,909.81 | |||
| 0300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 18,920.30 | 14,190.22 | 18,920.30 | |
| 9007 | ACCOUNTING ADJUSTMENT PO Line 7 | 10206NC | DOLL | 0.00 | 58,909.820 | -71,100.050 | 71,100.050 | 0.000 | 1.00 | -71,100.05 | 0.00 | |
| Project | MB05600651247 | Fed/State Project Number | IM 0659 (021) | Category | 0003 ADDITIONAL TEST STRIP NON PARTICIPATING | |||||||
| SUBTOT | $-56,953.02 |
$17,204,753.86 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||