|
Report_Id: 171036 Est NO 0006 |
Date:05/30/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171036 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05320) Tipton, Michael S. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 1 VC Code VC0000108043 | |||||
| 1801 PAYNE STREET | |||||||
| LOUISVILLE , KY , 40206 | |||||||
| Pay Period | 04/20/2018 TO 05/03/2018 | ||||||
| Date Approved | 05/11/2018 | ||||||
| Primary Proj Number | DE10600641736 | ||||||
| Project No. | NHPP IM 0643(055) | ||||||
| Primary County | SHELBY | ||||||
| Name of Road | I-64 | ||||||
| Description | I-64 KY-55 I(MP 32.214) TO KY-1790 (MP 38.546) | ||||||
| Date Let | 09/29/2017 | Formal Acceptance | |||||
| Date Awarded | 10/11/2017 | Date Work Began | 03/07/2018 | ||||
| Date Contract Executed | 11/01/2017 | Open To Traffic | |||||
| Date NTP Issued | 11/01/2017 | Actual Completion Date | |||||
| Current Contract Amount | $5,453,336.14 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,394,000.00 |
Total Earnings | $592,579.53 |
$405,338.98 |
$187,240.55 |
|
| Percent Complete | 16.78 |
Stockpiled Materials | $322,304.03 |
$322,304.03 |
$0.00 |
|
| Funds Available | $4,538,452.58 |
Gross Earnings | $914,883.56 |
$727,643.01 |
$187,240.55 |
|
| Total Change Orders | $59,336.14 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $914,883.56 |
$727,643.01 |
$187,240.55 |
|||
| Contract Id | 171036 | Change Order Summary |
County | SHELBY | ||||||
| Estimate Nbr | 0006 | Project Number | NHPP IM 0643(055) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 04/20/2018 TO 05/03/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Workers Present Lights | Approved | 02/16/2018 | $59,336.14 | 3.0 | |||||
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 | 171036 | COMMONWEALTH OF KENTUCKY |
County | SHELBY | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE10600641736 | ||||||
| Estimate Nbr | 0006 | Period | 04/20/2018 TO 05/03/2018 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | 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 | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 4,854.00 | 4,854.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 330.00 | 330.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 633.00 | 633.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 77.00 | 77.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0025 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 815.00 | 815.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0030 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,190.00 | 6,190.000 | 0.000 | 0.000 | 57.75 | 0.00 | |||
| 0035 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 17,060.00 | 17,060.000 | 0.000 | 0.000 | 67.85 | 0.00 | |||
| 0040 | PERFORATED PIPE-4 IN | 01000 | LF | 600.00 | 600.000 | 2.000 | 0.000 | 2.000 | 15.50 | 31.00 | 31.00 | |
| 0045 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0050 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 667.00 | 667.000 | 98.700 | 0.000 | 98.700 | 2.50 | 246.75 | 246.75 | |
| 0055 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 23,220.00 | 23,220.000 | 0.000 | 0.000 | 7.75 | 0.00 | |||
| 0065 | SHOULDER RUMBLE STRIPS | 02696 | LF | 120,082.00 | 120,082.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0070 | BASE FAILURE REPAIR | 03240 | SQYD | 533.00 | 533.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0075 | JOINT ADHESIVE | 20071EC | LF | 144,017.00 | 144,017.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0002 ROADWAY | |||||||
| 0080 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 332.00 | 332.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0085 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 171.00 | 171.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0090 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0095 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0105 | TEMP DITCH | 02159 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | CLEAN TEMP DITCH | 02160 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 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 | 8.00 | 8.000 | 0.000 | 0.000 | 2,625.00 | 0.00 | |||
| 0130 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 615.00 | 0.00 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0150 | REMOVE GUARDRAIL | 02381 | LF | 26,668.00 | 26,668.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0155 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 362.000 | 362.000 | 4.00 | 1,448.00 | |||
| 0165 | DITCHING AND SHOULDERING | 02575 | LF | 33,433.00 | 33,433.000 | 24,998.000 | 8,916.000 | 33,914.000 | 6.00 | 149,988.00 | 203,484.00 | |
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 245,000.00 | 0.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0180 | TEMP SILT FENCE | 02701 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0185 | SILT TRAP TYPE A | 02703 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| 0200 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0205 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0210 | PVC PIPE-4 IN | 03383 | LF | 647.00 | 647.000 | 2.000 | 0.000 | 2.000 | 25.00 | 50.00 | 50.00 | |
| 0215 | EROSION CONTROL BLANKET | 05950 | SQYD | 25,000.00 | 25,000.000 | 9,900.000 | 0.000 | 9,900.000 | 1.35 | 13,365.00 | 13,365.00 | |
| 0220 | TEMP MULCH | 05952 | SQYD | 17,000.00 | 17,000.000 | 4,250.000 | 4,250.000 | 0.01 | 42.50 | |||
| 0225 | SEEDING AND PROTECTION | 05985 | SQYD | 13,000.00 | 13,000.000 | 9,900.000 | 0.000 | 9,900.000 | 0.50 | 4,950.00 | 4,950.00 | |
| 0230 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 499.00 | 499.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0235 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 232.00 | 232.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0240 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 144,979.00 | 144,979.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0245 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 143,518.00 | 143,518.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0250 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,461.00 | 1,461.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0255 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0260 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0265 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0270 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0275 | FUEL ADJUSTMENT | 10020NS | DOLL | 20,716.00 | 20,716.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 41,850.00 | 41,850.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0285 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 250.00 | 250.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0290 | THRIE BEAM TO W BEAM CONNECTOR | 20629NS719 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0295 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 1,825.00 | 1,825.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0300 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 23,163.00 | 23,163.000 | 0.000 | 0.000 | 15.52 | 0.00 | |||
| 0305 | INLAID PAVEMENT MARKER | 24489EC | EACH | 939.00 | 939.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 8000 | MAINTAIN & CONTROL TRAFFIC Workers Present Lights | 02650 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 59,336.14 | 29,668.07 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0003 DRAINAGE | |||||||
| 0310 | CULVERT PIPE-15 IN | 00461 | LF | 12.00 | 12.000 | 28.000 | 28.000 | 200.00 | 5,600.00 | |||
| 0315 | CULVERT PIPE-18 IN | 00462 | LF | 12.00 | 12.000 | 16.000 | 8.000 | 24.000 | 200.00 | 3,200.00 | 4,800.00 | |
| 0320 | CULVERT PIPE-24 IN | 00464 | LF | 4.00 | 4.000 | 16.000 | 16.000 | 200.00 | 3,200.00 | |||
| 0325 | CULVERT PIPE-42 IN | 00469 | LF | 8.00 | 8.000 | 16.000 | 16.000 | 300.00 | 4,800.00 | |||
| 0330 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0335 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 2.000 | 0.000 | 2.000 | 1,650.00 | 3,300.00 | 3,300.00 | |
| 0340 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0345 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0350 | REMOVE PIPE | 01310 | LF | 740.00 | 740.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0355 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0360 | FLUME INLET TYPE 2 | 01691 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0365 | RECONSTRUCT CATCH BASIN | 01708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0370 | FILL AND CAP INLET | 01717 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0375 | ISLAND CURB AND GUTTER | 01825 | LF | 177.80 | 177.800 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0380 | REMOVE PAVED DITCH | 02165 | SQYD | 2,873.00 | 2,873.000 | 167.000 | 2,154.750 | 2,321.750 | 10.00 | 1,670.00 | 23,217.50 | |
| 0385 | CHANNEL LINING CLASS III | 02484 | TON | 4,461.00 | 4,461.000 | 219.760 | 3,277.080 | 3,496.840 | 42.50 | 9,339.80 | 148,615.70 | |
| 0390 | SAFELOADING | 02690 | CUYD | 3.50 | 3.500 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0395 | CLEAN ROADWAY DRAINS | 03260 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0400 | REPLACE GRATE | 20366NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0405 | CORED HOLE DRAINAGE CONN TO HEADWALL | 23628EC | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,100.00 | 1,100.00 | 1,100.00 | |
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0004 BRIDGE 1 I-64 WB OVER CLEAR CREEK (106B00064L) | |||||||
| 0410 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 69.30 | 69.300 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0415 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,965.00 | 4,965.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0420 | EPOXY SAND SLURRY | 08504 | SQYD | 237.00 | 237.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0425 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 821.00 | 821.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0430 | CONC CLASS M FULL DEPTH PATCH FOR CURB REPAIRS | 08526 | CUYD | 15.50 | 15.500 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0435 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 45.60 | 45.600 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0440 | BLAST CLEANING | 08549 | SQYD | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0445 | HYDRODEMOLITION | 08550 | SQYD | 821.00 | 821.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0450 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0455 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 22.80 | 22.800 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0005 BRIDGE 2 I-64 EB OVER CLEAR CREEK (106B00064R) | |||||||
| 0460 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 69.30 | 69.300 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0465 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 4,965.00 | 4,965.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0470 | EPOXY SAND SLURRY | 08504 | SQYD | 237.00 | 237.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0475 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 821.00 | 821.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0480 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 15.50 | 15.500 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0485 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 45.60 | 45.600 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0490 | BLAST CLEANING | 08549 | SQYD | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0495 | HYDRODEMOLITION | 08550 | SQYD | 821.00 | 821.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0500 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0505 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 22.80 | 22.800 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0006 BRIDGE 3 I-64 OVER TRIBUTARY OF CLEAR CREEK (106B00065N) | |||||||
| 0510 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 84.00 | 84.000 | 84.000 | 84.000 | 150.00 | 12,600.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0007 BRIDGE 4 I-64 WB OVER GUIST CREEK (106B00066L) | |||||||
| 0515 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 69.30 | 69.300 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0520 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 3,219.00 | 3,219.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0525 | EPOXY SAND SLURRY | 08504 | SQYD | 188.00 | 188.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0530 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 650.00 | 650.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0535 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 36.10 | 36.100 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0540 | BLAST CLEANING | 08549 | SQYD | 795.00 | 795.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0545 | HYDRODEMOLITION | 08550 | SQYD | 650.00 | 650.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0550 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 95.40 | 95.400 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0555 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0560 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 18.10 | 18.100 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0008 BRIDGE 5 I-64 EB OVER GUIST CREEK (106B00066R) | |||||||
| 0565 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 85.00 | 85.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0570 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 3,646.00 | 3,646.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0575 | EPOXY SAND SLURRY | 08504 | SQYD | 250.00 | 250.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0580 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 864.00 | 864.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0585 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 48.00 | 48.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0590 | BLAST CLEANING | 08549 | SQYD | 1,056.00 | 1,056.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0595 | HYDRODEMOLITION | 08550 | SQYD | 864.00 | 864.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0600 | BRIDGE CLEANING & PREVENTIVE MAINTENANCE | 23949EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0605 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 24.00 | 24.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0009 BRIDGE 6 KY 1790 OVER I-64 (106B00047N) | |||||||
| 0610 | JOINT SEALING | 08540 | LF | 154.00 | 154.000 | 154.000 | 154.000 | 15.00 | 2,310.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0010 TRAFFIC LOOPS | |||||||
| 0615 | CONDUIT-1 1/4 IN | 04793 | LF | 130.00 | 130.000 | 105.000 | 105.000 | 6.00 | 630.00 | |||
| 0620 | CONDUIT-2 IN | 04795 | LF | 40.00 | 40.000 | 49.500 | 49.500 | 10.00 | 495.00 | |||
| 0625 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 0630 | TRENCHING AND BACKFILLING | 04820 | LF | 160.00 | 160.000 | 142.000 | 142.000 | 3.00 | 426.00 | |||
| 0635 | PIEZOELECTRIC SENSOR | 04829 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0640 | LOOP WIRE | 04830 | LF | 5,200.00 | 5,200.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0645 | LOOP SAW SLOT AND FILL | 04895 | LF | 760.00 | 760.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0650 | WOOD POST | 20360ES818 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0655 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0660 | ELECTRICAL JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| Project | DE10600641736 | Fed/State Project Number | NHPP IM 0643(055) | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0665 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 248,000.00 | 124,000.00 | |||
| 0670 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 76,467.08 | 0.00 | |||
| SUBTOT | $187,240.55 |
$592,579.52 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0115-1-0I |
GDRAIL GALV AW .109 | FT |
275.00 | 0001 | $13.640000 | $3,751.00 | ||||||
0135-1-0I |
GUARDRAIL END TR 1 | EACH |
29.00 | 0001 | $1523.080000 | $44,169.32 | ||||||
0140-1-0I |
GUARDRAIL END TR 2A | EACH |
33.00 | 0001 | $398.770000 | $13,159.41 | ||||||
0290-1-0I |
GRDRAIL ACCESSORIES | EACH |
16.00 | 0001 | $94.150000 | $1,506.40 | ||||||
0295-1-0I |
GUARDRAIL, GALV A T | FT |
1,825.00 | 0001 | $8.410000 | $15,348.25 | ||||||
0300-1-0I |
GDRAIL GALV AW .109 | FT |
23,163.00 | 0001 | $10.550000 | $244,369.65 | ||||||
| SUBTOT | $322,304.03 |
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