|
Report_Id: 181015 Est NO 0010 |
Date:02/07/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181015 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10320) Campbell, Harry B. P.E. | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0028986 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 11/07/2018 TO 01/28/2019 | ||||||
| Date Approved | 02/06/2019 | ||||||
| Primary Proj Number | DE09990001815 | ||||||
| Project No. | NHPP 0061(078) | ||||||
| Primary County | POWELL | ||||||
| Name of Road | MOUNTAIN PARKWAY(PW-9000) | ||||||
| Description | MILL AND THIN ASPHALT OVERLAY ON MOUNTAIN PARKWAY(9000) FROM KY-213 INTERCHANGE(MP 22.307) EXTENDING EAST AND ENDING AT | ||||||
| Date Let | 04/27/2018 | Formal Acceptance | |||||
| Date Awarded | 05/04/2018 | Date Work Began | 06/06/2018 | ||||
| Date Contract Executed | 05/24/2018 | Open To Traffic | |||||
| Date NTP Issued | 05/24/2018 | Actual Completion Date | 11/01/2018 | ||||
| Current Contract Amount | $4,677,466.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,677,466.30 |
Total Earnings | $4,229,206.04 |
$4,176,456.04 |
$52,750.00 |
|
| Percent Complete | 90.42 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $448,260.26 |
Gross Earnings | $4,229,206.04 |
$4,176,456.04 |
$52,750.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,229,206.04 |
$4,176,456.04 |
$52,750.00 |
|||
| Contract Id | 181015 | Change Order Summary |
County | POWELL | ||||||
| Estimate Nbr | 0010 | Project Number | NHPP 0061(078) | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 11/07/2018 TO 01/28/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Epoxy Sand and Slurry | Approved | 01/22/2019 | $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 | 181015 | COMMONWEALTH OF KENTUCKY |
County | POWELL | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE09990001815 | ||||||
| Estimate Nbr | 0010 | Period | 11/07/2018 TO 01/28/2019 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | 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 | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 572.00 | 572.000 | 103.590 | 103.590 | 36.00 | 3,729.24 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 37.00 | 37.000 | 9.930 | 9.930 | 175.00 | 1,737.75 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.200 | 0.200 | 875.00 | 175.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 71.00 | 71.000 | 78.100 | 78.100 | 150.00 | 11,715.00 | |||
| 0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 77.10 | 77.100 | 89.530 | 89.530 | 10.00 | 895.30 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0035 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 15,180.00 | 15,180.000 | 18,065.220 | 18,065.220 | 16.50 | 298,076.13 | |||
| 0040 | SHOULDER RUMBLE STRIPS | 02696 | LF | 104,895.00 | 104,895.000 | 104,895.000 | 104,895.000 | 0.14 | 14,685.30 | |||
| 0045 | JOINT ADHESIVE | 20071EC | LF | 104,895.00 | 104,895.000 | 104,895.000 | 104,895.000 | 0.43 | 45,104.85 | |||
| 0050 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 15,109.00 | 15,109.000 | 15,560.810 | 15,560.810 | 88.50 | 1,377,131.68 | |||
| 0055 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 15,180.00 | 15,180.000 | 15,431.000 | 15,431.000 | 2.00 | 30,862.00 | |||
| 0060 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,651,297.00 | 1,651,297.000 | 1,651,297.000 | 1,651,297.000 | 0.01 | 16,512.97 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0002 ROADWAY | |||||||
| 0065 | CRUSHED AGGREGATE SIZE NO 2 FOR SLIDE REPAIR. | 00078 | TON | 3,532.00 | 3,532.000 | 2,910.790 | 2,910.790 | 36.00 | 104,788.44 | |||
| 0070 | PERFORATED PIPE-4 IN | 01000 | LF | 264.00 | 264.000 | 264.000 | 264.000 | 26.75 | 7,062.00 | |||
| 0075 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 504.00 | 504.000 | 504.000 | 504.000 | 90.00 | 45,360.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0090 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0095 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 3,140.00 | 3,140.000 | 760.000 | 2,380.000 | 3,140.000 | 15.00 | 11,400.00 | 47,100.00 | |
| 0105 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 2,437.00 | 2,437.000 | 2,030.000 | 2,030.000 | 20.00 | 40,600.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,750.00 | 1,750.000 | 1,637.500 | 1,637.500 | 14.75 | 24,153.12 | |||
| 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0125 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 2,900.00 | 46,400.00 | |||
| 0130 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 650.00 | 7,800.00 | |||
| 0140 | REMOVE GUARDRAIL | 02381 | LF | 5,197.00 | 5,197.000 | 3,015.500 | 3,015.500 | 2.00 | 6,031.00 | |||
| 0145 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 0150 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 690.000 | 690.000 | 8.00 | 5,520.00 | |||
| 0155 | OBJECT MARKER TYPE 2 | 02565 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 150.00 | 2,400.00 | |||
| 0160 | DITCHING AND SHOULDERING | 02575 | LF | 26,228.00 | 26,228.000 | 13,231.000 | 13,231.000 | 3.64 | 48,160.84 | |||
| 0165 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 988.00 | 988.000 | 1,533.160 | 1,533.160 | 3.02 | 4,630.14 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 145,000.00 | 145,000.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 9,000.00 | 36,000.00 | |||
| 0180 | TEMP SILT FENCE | 02701 | LF | 800.00 | 800.000 | 286.000 | 286.000 | 3.50 | 1,001.00 | |||
| 0185 | SILT TRAP TYPE A | 02703 | EACH | 30.00 | 30.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0190 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,000.00 | 32,000.00 | |||
| 0195 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0200 | RELOCATE CRASH CUSHION | 02898 | EACH | 8.00 | 8.000 | 1.000 | 7.000 | 8.000 | 1,750.00 | 1,750.00 | 14,000.00 | |
| 0205 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,810.00 | 23,240.00 | |||
| 0210 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,140.00 | 3,140.000 | 1,180.000 | 1,960.000 | 3,140.000 | 15.00 | 17,700.00 | 47,100.00 | |
| 0215 | PVC PIPE-4 IN FOR SLIDE REPAIR. | 03383 | LF | 228.00 | 228.000 | 240.000 | 240.000 | 20.00 | 4,800.00 | |||
| 0220 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 2,464.300 | 2,464.300 | 1.25 | 3,080.37 | |||
| 0225 | SEEDING AND PROTECTION | 05985 | SQYD | 8,000.00 | 8,000.000 | 22,375.200 | 22,375.200 | 0.41 | 9,173.83 | |||
| 0230 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 85.00 | 85.000 | 55.000 | 55.000 | 32.00 | 1,760.00 | |||
| 0235 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 134,229.00 | 134,229.000 | 115,733.000 | 115,733.000 | 0.18 | 20,831.94 | |||
| 0240 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 122,026.00 | 122,026.000 | 120,436.000 | 120,436.000 | 0.17 | 20,474.12 | |||
| 0245 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 723.00 | 723.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0250 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 7,000.00 | 7,000.000 | 1,835.000 | 1,835.000 | 2.55 | 4,679.25 | |||
| 0255 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,000.00 | 7,000.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0260 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 7,000.00 | 7,000.000 | 3,548.000 | 3,548.000 | 1.65 | 5,854.20 | |||
| 0265 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 8.000 | 3,500.00 | 14,000.00 | 28,000.00 | |
| 0270 | CRASH CUSHION TY VII CLASS B TL3 Medium width | 08907 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 29,821.00 | 29,821.00 | |||
| 0275 | FUEL ADJUSTMENT | 10020NS | DOLL | 13,525.00 | 13,525.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 27,324.00 | 27,324.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0285 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0290 | INLAID PAVEMENT MARKER | 24489EC | EACH | 712.00 | 712.000 | 712.000 | 712.000 | 28.00 | 19,936.00 | |||
| 0295 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 125.00 | 125.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0003 DRAINAGE | |||||||
| 0300 | CRUSHED AGGREGATE SIZE NO 2 TO BE PLACED AROUND PERFORATED PIPE HEAD | 00078 | TON | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0305 | CULVERT PIPE-15 IN | 00461 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 98.00 | 3,136.00 | |||
| 0310 | CULVERT PIPE-18 IN | 00462 | LF | 66.00 | 66.000 | 56.000 | 56.000 | 120.00 | 6,720.00 | |||
| 0315 | CULVERT PIPE-24 IN | 00464 | LF | 36.00 | 36.000 | 52.000 | 52.000 | 122.00 | 6,344.00 | |||
| 0320 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0325 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,150.00 | 5,750.00 | |||
| 0330 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 1,975.00 | 15,800.00 | |||
| 0335 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,200.00 | 15,400.00 | |||
| 0340 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0345 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0350 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 0355 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0360 | REMOVE PAVED DITCH | 02165 | SQYD | 476.00 | 476.000 | 476.000 | 476.000 | 15.00 | 7,140.00 | |||
| 0365 | CHANNEL LINING CLASS II | 02483 | TON | 41.00 | 41.000 | 35.000 | 35.000 | 38.50 | 1,347.50 | |||
| 0370 | CHANNEL LINING CLASS III | 02484 | TON | 745.00 | 745.000 | 860.040 | 860.040 | 40.00 | 34,401.60 | |||
| 0375 | PVC PIPE-4 IN PERFORATED PIPE OUTLET PIPE. | 03383 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 15.00 | 600.00 | |||
| 0380 | REPLACE GRATE | 20366NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0385 | CORED HOLE DRAINAGE CONN TO HEADWALL | 23628EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0004 BRIDGE- EB MOUNTAIN PARKWAY OVER KY 213 (099B00003R) | |||||||
| 0390 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 298.00 | 198.000 | 82.190 | 82.190 | 39.00 | 3,205.41 | |||
| 0395 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 320.00 | 320.000 | 320.000 | 320.000 | 165.00 | 52,800.00 | |||
| 0400 | CONCRETE COATING 099B00003R | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0005 BRIDGE- WB MOUNTAIN PARKWAY OVER KY 213 (099B00003L) | |||||||
| 0405 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 313.00 | 313.000 | 82.190 | 82.190 | 39.00 | 3,205.41 | |||
| 0410 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 320.00 | 320.000 | 320.000 | 320.000 | 165.00 | 52,800.00 | |||
| 0415 | CONCRETE COATING 099B00003L | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0006 BRIDGE- KY 11 OVER MOUNTAIN PARKWAY (099B00032N) | |||||||
| 0420 | BRIDGE CLEANING 099B00032N | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0425 | CONCRETE COATING 099B00032N | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0430 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0007 BRIDGE- EB MOUNTAIN PARKWAY OVER RED RIVER (099B00005R) | |||||||
| 0435 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 290.00 | 290.000 | 221.120 | 221.120 | 180.00 | 39,801.60 | |||
| 0440 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 919.00 | 919.000 | 919.000 | 919.000 | 165.00 | 151,635.00 | |||
| 0445 | BRIDGE CLEANING 099B00005R | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0450 | CONCRETE COATING 099B00005R | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,000.00 | 19,000.00 | |||
| 0455 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 8.000 | 0.000 | 8.000 | 500.00 | 4,000.00 | 4,000.00 | |
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0008 BRIDGE- WB MOUNTAIN PARKWAY OVER RED RIVER (099B00005L) | |||||||
| 0460 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 650.00 | 23,400.00 | |||
| 0465 | ARMORED EDGE FOR CONCRETE (REVISED: 4-24-18) | 03299 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 230.00 | 16,560.00 | |||
| 0470 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 122.00 | 122.000 | 122.000 | 122.000 | 425.00 | 51,850.00 | |||
| 0475 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,533.00 | 1,533.000 | 1,533.000 | 1,533.000 | 20.00 | 30,660.00 | |||
| 0480 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 15.00 | 15.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0485 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 85.20 | 85.200 | 85.200 | 85.200 | 1,200.00 | 102,240.00 | |||
| 0490 | BLAST CLEANING 099B00005L | 08549 | SQYD | 1,533.00 | 1,533.000 | 1,533.000 | 1,533.000 | 10.00 | 15,330.00 | |||
| 0495 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 630.00 | 630.000 | 270.250 | 270.250 | 180.00 | 48,645.00 | |||
| 0500 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 919.00 | 919.000 | 919.000 | 919.000 | 165.00 | 151,635.00 | |||
| 0505 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 25.60 | 25.600 | 24.410 | 24.410 | 1,200.00 | 29,292.00 | |||
| 0510 | EXPAN JOINT REPLACE 3/4 IN Powell | 24897EC | LF | 36.00 | 36.000 | 36.000 | 36.000 | 575.00 | 20,700.00 | |||
| 0515 | BRIDGE CLEANING 099B00005L | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0520 | CONCRETE COATING 099B00005L | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,000.00 | 19,000.00 | |||
| 0525 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 8001 | EPOXY SAND SLURRY | 08504 | SQYD | 0.00 | 112.000 | 112.000 | 0.000 | 112.000 | 26.00 | 2,912.00 | 2,912.00 | |
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0009 BRIDGE- KY 1184 OVER MOUNTAIN PARKWAY (099B00042N) | |||||||
| 0530 | FLOWABLE FILL | 02220 | CUYD | 17.00 | 17.000 | 5.000 | 5.000 | 250.00 | 1,250.00 | |||
| 0535 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 12.00 | 12.000 | 12.000 | 12.000 | 39.00 | 468.00 | |||
| 0540 | BRIDGE CLEANING 099B00042N | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0545 | CONCRETE COATING 099B00042N | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0550 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0010 BRIDGE- EB MOUNTAIN PARKWAY OVER CANE CREEK (099B00006R) | |||||||
| 0555 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 225.00 | 22,950.00 | |||
| 0560 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 400.00 | 40,800.00 | |||
| 0565 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 558.00 | 558.000 | 558.000 | 558.000 | 20.00 | 11,160.00 | |||
| 0570 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0575 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 31.00 | 31.000 | 30.950 | 30.950 | 1,300.00 | 40,235.00 | |||
| 0580 | BLAST CLEANING 099B00006R | 08549 | SQYD | 558.00 | 558.000 | 558.000 | 558.000 | 10.00 | 5,580.00 | |||
| 0585 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 120.00 | 120.000 | 153.370 | 153.370 | 180.00 | 27,606.60 | |||
| 0590 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 238.00 | 238.000 | 238.000 | 238.000 | 165.00 | 39,270.00 | |||
| 0595 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 9.30 | 9.300 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0600 | BRIDGE CLEANING 099B00006R | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0605 | CONCRETE COATING 099B00006R | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0610 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8002 | EPOXY SAND SLURRY | 08504 | SQYD | 0.00 | 19.000 | 19.000 | 0.000 | 19.000 | 26.00 | 494.00 | 494.00 | |
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0011 BRIDGE- WB MOUNTAIN PARKWAY OVER CANE CREEK (099B00006L) | |||||||
| 0615 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 225.00 | 22,950.00 | |||
| 0620 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 400.00 | 40,800.00 | |||
| 0625 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 558.00 | 558.000 | 558.000 | 558.000 | 20.00 | 11,160.00 | |||
| 0630 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0635 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 31.00 | 31.000 | 30.240 | 30.240 | 1,300.00 | 39,312.00 | |||
| 0640 | BLAST CLEANING 099B00006L | 08549 | SQYD | 558.00 | 558.000 | 558.000 | 558.000 | 10.00 | 5,580.00 | |||
| 0645 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 100.00 | 100.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0650 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 238.00 | 238.000 | 238.000 | 238.000 | 165.00 | 39,270.00 | |||
| 0655 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 9.30 | 9.300 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0660 | BRIDGE CLEANING 099B00006L | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0665 | CONCRETE COATING 099B00006L | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0670 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8003 | EPOXY SAND SLURRY | 08504 | SQYD | 0.00 | 19.000 | 19.000 | 0.000 | 19.000 | 26.00 | 494.00 | 494.00 | |
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0012 BRIDGE- EB MOUNTAIN PARKWAY OVER KY 613 (099B00007R) | |||||||
| 0675 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 50.00 | 50.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0680 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 244.00 | 244.000 | 244.000 | 244.000 | 165.00 | 40,260.00 | |||
| 0685 | BRIDGE CLEANING 099B00007R | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0690 | CONCRETE COATING 099B00007R | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0013 BRIDGE- WB MOUNTAIN PARKWAY OVER KY 613 (099B00007L) | |||||||
| 0695 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 100.00 | 100.000 | 96.880 | 96.880 | 180.00 | 17,438.40 | |||
| 0700 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 244.00 | 244.000 | 244.000 | 244.000 | 165.00 | 40,260.00 | |||
| 0705 | BRIDGE CLEANING 099B00007L | 24981EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0710 | CONCRETE COATING 099B00007L | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| Project | DE09990001815 | Fed/State Project Number | NHPP 0061(078) | Category | 0014 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0715 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 200,000.00 | 100,000.00 | |||
| 0720 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,600.00 | 0.00 | |||
| SUBTOT | $52,750.00 |
$4,229,206.01 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||