|
Report_Id: 141231 Est NO 0050 |
Date:08/10/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 141231 | Estimate Number | 0050 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02320) Stallings, Nick R. P.E. | ||||||
| Contractor | DUMEY CONTRACTING INC | ADDR SN 0 VC Code KY0020002 | |||||
| P O BOX 558 | |||||||
| STATE HIGHWAY 77 | |||||||
| BENTON , MO , 63736 | |||||||
| Pay Period | 06/21/2018 TO 07/26/2018 | ||||||
| Date Approved | 08/09/2018 | ||||||
| Primary Proj Number | DE11790041431 | ||||||
| Project No. | NHPP 0411 (019) | ||||||
| Primary County | WEBSTER | ||||||
| Name of Road | E.T. BREATHITT PARKWAY (9004) & KY 56 INTERSECTION | ||||||
| Description | E.T. BREATHITT PARKWAY (9004) & KY 56 INTERSECTION | ||||||
| Date Let | 06/27/2014 | Formal Acceptance | 07/28/2017 | ||||
| Date Awarded | 07/09/2014 | Date Work Began | 10/27/2014 | ||||
| Date Contract Executed | 09/10/2014 | Open To Traffic | 04/26/2015 | ||||
| Date NTP Issued | 09/10/2014 | Actual Completion Date | 07/28/2017 | ||||
| Current Contract Amount | $10,723,116.54 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,002,129.86 |
Total Earnings | $9,861,007.86 |
$9,659,763.77 |
$201,244.09 |
|
| Percent Complete | 91.96 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $862,108.68 |
Gross Earnings | $9,861,007.86 |
$9,659,763.77 |
$201,244.09 |
|
| Total Change Orders | $720,986.68 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,861,007.86 |
$9,659,763.77 |
$201,244.09 |
|||
| Contract Id | 141231 | Change Order Summary |
County | WEBSTER | ||||||
| Estimate Nbr | 0050 | Project Number | NHPP 0411 (019) | |||||||
| Contractor | DUMEY CONTRACTING INC | Period | 06/21/2018 TO 07/26/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Addtional Barrier Wall- DBI Type 12-Signing change | Approved | 10/06/2015 | $35,386.50 | 2.0 | |||||
| 002 | Guardrail and lighting change | Approved | 06/13/2016 | $142,394.08 | 242.0 | |||||
| 003 | Liquidated Damages Override | Approved | 10/22/2015 | $0.00 | 0.0 | |||||
| 004 | Completion Date Change | Approved | 03/30/2016 | $0.00 | 242.0 | |||||
| 005 | Slide Repairs | Approved | 12/02/2016 | $543,206.10 | 182.0 | |||||
| 006 | Pipe Extension, Gas Line protection, Slope Repair | Approved | 10/10/2017 | $0.00 | 304.0 | |||||
| 007 | NAV LIGHTS COST-PLUS WORK | Approved | 05/30/2018 | $0.00 | 0.0 | |||||
| 008 | Lot Pay Adjustment Override | Approved | 04/11/2018 | $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 | 141231 | COMMONWEALTH OF KENTUCKY |
County | WEBSTER | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE11790041431 | ||||||
| Estimate Nbr | 0050 | Period | 06/21/2018 TO 07/26/2018 | |||||||
| Contractor | DUMEY CONTRACTING INC | |||||||||
| Project | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | 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 | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | Category | 0001 PAVING | |||||||
| 0010 | DGA BASE | 00001 | TON | 27,388.00 | 27,388.000 | 22,813.110 | 22,813.110 | 21.59 | 492,535.04 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 7,190.00 | 7,190.000 | 7,031.490 | 7,031.490 | 53.48 | 376,044.08 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 362.00 | 362.000 | 367.560 | 367.560 | 64.85 | 23,836.26 | |||
| 0040 | ASPHALT SEAL COAT | 00103 | TON | 43.00 | 43.000 | 8.150 | 8.150 | 935.97 | 7,628.15 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 74.02 | 0.00 | |||
| 0060 | LEVELING & WEDGING PG76-22 | 00194 | TON | 168.00 | 168.000 | 0.000 | 0.000 | 94.61 | 0.00 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,035.00 | 1,035.000 | 3,325.380 | 3,325.380 | 75.12 | 249,802.54 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 14,450.00 | 14,450.000 | 13,583.240 | 13,583.240 | 66.36 | 901,383.80 | |||
| 0090 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 6,572.00 | 6,572.000 | 6,348.000 | 6,348.000 | 75.67 | 480,353.16 | |||
| 0100 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 1,918.00 | 1,918.000 | 2,852.100 | 2,852.100 | 75.46 | 215,219.46 | |||
| 0110 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 5,169.00 | 5,169.000 | 5,392.610 | 5,392.610 | 94.68 | 510,572.31 | |||
| 0120 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,689.00 | 2,689.000 | 4,601.780 | 4,601.780 | 15.25 | 70,177.14 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8029 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -1,521.070 | -1,521.070 | 1.00 | -1,521.07 | |||
| Project | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | Category | 0002 ROADWAY | |||||||
| 0130 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 35.00 | 35.000 | 172.690 | 172.690 | 85.00 | 14,678.65 | |||
| 0140 | PERFORATED PIPE-4 IN | 01000 | LF | 11,164.00 | 11,164.000 | 10,897.000 | 10,897.000 | 6.75 | 73,554.75 | |||
| 0150 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 332.00 | 332.000 | 565.000 | 565.000 | 19.00 | 10,735.00 | |||
| 0160 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0170 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 15.00 | 15.000 | 17.000 | 17.000 | 427.00 | 7,259.00 | |||
| 0180 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 16.00 | 16.000 | 18.000 | 18.000 | 478.00 | 8,604.00 | |||
| 0190 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 0200 | REMOVE PIPE | 01310 | LF | 1,753.00 | 1,753.000 | 1,193.000 | 1,193.000 | 10.00 | 11,930.00 | |||
| 0210 | REMOVE DROP BOX INLET | 01585 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0220 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0230 | REMOVE CATCH BASIN | 01706 | EACH | 13.00 | 13.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0240 | LIP CURB AND GUTTER | 01820 | LF | 1,041.00 | 1,638.000 | 1,612.000 | 1,612.000 | 21.75 | 35,061.00 | |||
| 0250 | ISLAND CURB AND GUTTER | 01825 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0260 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 799.00 | 799.000 | 799.000 | 799.000 | 16.75 | 13,383.25 | |||
| 0270 | REMOVE CONCRETE ROLL CURB | 01903 | LF | 8,943.00 | 8,943.000 | 8,943.000 | 8,943.000 | 2.00 | 17,886.00 | |||
| 0280 | REMOVE CURB | 01904 | LF | 3,309.00 | 3,309.000 | 376.000 | 376.000 | 2.00 | 752.00 | |||
| 0290 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 212.00 | 424.000 | 636.000 | 636.000 | 43.00 | 27,348.00 | |||
| 0300 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 76.00 | 76.000 | 110.000 | 110.000 | 6.00 | 660.00 | |||
| 0310 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 7.00 | 7.000 | 10.000 | 10.000 | 6.00 | 60.00 | |||
| 0320 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 720.00 | 720.000 | 152.000 | 152.000 | 7.00 | 1,064.00 | |||
| 0330 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 743.00 | 743.000 | 138.000 | 138.000 | 8.00 | 1,104.00 | |||
| 0340 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0350 | INSTALL TEMP CONC MED BARR | 01992 | LF | 783.00 | 783.000 | 760.000 | 760.000 | 20.00 | 15,200.00 | |||
| 0360 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,352.00 | 1,352.000 | 720.000 | 720.000 | 8.00 | 5,760.00 | |||
| 0370 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
| 0380 | REMOVE PAVEMENT | 02091 | SQYD | 4,905.00 | 4,905.000 | 4,832.780 | 4,832.780 | 4.00 | 19,331.12 | |||
| 0390 | TEMP DITCH | 02159 | LF | 19,121.00 | 19,121.000 | 682.000 | 682.000 | 1.00 | 682.00 | |||
| 0400 | CLEAN TEMP DITCH | 02160 | LF | 19,121.00 | 19,121.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0410 | ROADWAY EXCAVATION | 02200 | CUYD | 469,369.00 | 469,369.000 | 481,994.610 | 481,994.610 | 6.90 | 3,325,762.80 | |||
| 0420 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 8.00 | 8.000 | 1.868 | 1.868 | 1.00 | 1.86 | |||
| 0430 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 10,867.00 | 10,867.000 | 10,867.000 | 10,867.000 | 4.95 | 53,791.65 | |||
| 0440 | REMOVE FENCE | 02265 | LF | 11,985.00 | 11,985.000 | 11,985.000 | 11,985.000 | 1.75 | 20,973.75 | |||
| 0450 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 7,109.00 | 9,554.000 | 10,061.250 | 10,061.250 | 14.00 | 140,857.50 | |||
| 0460 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0470 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 9.000 | 9.000 | 2,000.00 | 18,000.00 | |||
| 0480 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 7.00 | 9.000 | 8.000 | 8.000 | 600.00 | 4,800.00 | |||
| 0490 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0500 | REMOVE GUARDRAIL | 02381 | LF | 9,596.00 | 12,041.000 | 10,532.500 | 10,532.500 | 1.80 | 18,958.50 | |||
| 0510 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | |||
| 0520 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 75.00 | 1,050.00 | |||
| 0530 | WITNESS POST | 02432 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 65.00 | 910.00 | |||
| 0540 | CHANNEL LINING CLASS II | 02483 | TON | 208.00 | 1,533.000 | 1,936.370 | 1,936.370 | 30.00 | 58,091.10 | |||
| 0550 | CHANNEL LINING CLASS III | 02484 | TON | 97.00 | 97.000 | 74.030 | 74.030 | 35.00 | 2,591.05 | |||
| 0560 | CLEARING AND GRUBBING APPROXIMATELY 66.2 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 76,200.00 | 76,200.00 | |||
| 0570 | TEMPORARY SIGNS | 02562 | SQFT | 1,152.00 | 1,152.000 | 1,644.120 | 1,644.120 | 9.00 | 14,797.08 | |||
| 0580 | EDGE KEY | 02585 | LF | 8,339.00 | 8,339.000 | 8,012.000 | 8,012.000 | 0.80 | 6,409.60 | |||
| 0590 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 423.00 | 3,028.000 | 2,905.090 | 2,905.090 | 2.00 | 5,810.18 | |||
| 0600 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,480.00 | 2,480.000 | 2,122.000 | 2,122.000 | 2.00 | 4,244.00 | |||
| 0610 | REMOVE HEADWALL | 02625 | EACH | 43.00 | 43.000 | 32.000 | 32.000 | 300.00 | 9,600.00 | |||
| 0620 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
| 0630 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 8,400.00 | 33,600.00 | |||
| 0640 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0650 | SAFELOADING | 02690 | CUYD | 4.00 | 4.000 | 14.250 | 14.250 | 300.00 | 4,275.00 | |||
| 0660 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 23,132.00 | 23,132.000 | 40,552.000 | 40,552.000 | 0.40 | 16,220.80 | |||
| 0670 | TEMP SILT FENCE | 02701 | LF | 19,121.00 | 19,121.000 | 6,849.000 | 6,849.000 | 2.25 | 15,410.25 | |||
| 0680 | SILT TRAP TYPE A | 02703 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0690 | SILT TRAP TYPE B | 02704 | EACH | 66.00 | 86.000 | 14.000 | 14.000 | 175.00 | 2,450.00 | |||
| 0700 | SILT TRAP TYPE C | 02705 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0710 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 199.00 | 199.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0720 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 199.00 | 199.000 | 2.000 | 2.000 | 40.00 | 80.00 | |||
| 0730 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 199.00 | 199.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0740 | CLEAN TEMP SILT FENCE | 02709 | LF | 19,121.00 | 19,121.000 | 45.000 | 45.000 | 0.25 | 11.25 | |||
| 0750 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0760 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0770 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,850.00 | 5,700.00 | |||
| 0780 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,056.00 | 13,456.000 | 6,306.980 | 6,306.980 | 1.02 | 6,433.11 | |||
| 0790 | TEMP MULCH | 05952 | SQYD | 320,602.00 | 320,602.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0800 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 160,301.00 | 160,301.000 | 35,962.990 | 35,962.990 | 0.17 | 6,113.70 | |||
| 0810 | INITIAL FERTILIZER | 05963 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0820 | 20-10-10 FERTILIZER | 05964 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0830 | SEEDING AND PROTECTION | 05985 | SQYD | 320,602.00 | 342,362.000 | 207,666.720 | 134,695.280 | 342,362.000 | 0.29 | 60,223.34 | 99,284.98 | |
| 0840 | SODDING | 05990 | SQYD | 150.00 | 150.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0850 | AGRICULTURAL LIMESTONE | 05992 | TON | 199.00 | 199.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0860 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 134.00 | 134.000 | 117.000 | 117.000 | 28.50 | 3,334.50 | |||
| 0870 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 88.00 | 88.000 | 95.000 | 95.000 | 28.50 | 2,707.50 | |||
| 0880 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 47,250.00 | 47,250.000 | 94,652.000 | 94,652.000 | 0.18 | 17,037.36 | |||
| 0890 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 10,389.00 | 10,389.000 | 37,767.500 | 37,767.500 | 0.22 | 8,308.85 | |||
| 0900 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 30,857.00 | 30,857.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0910 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 16,990.00 | 16,990.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0920 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,577.00 | 3,577.000 | 0.000 | 0.000 | 1.08 | 0.00 | |||
| 0930 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 129.00 | 129.000 | 91.000 | 91.000 | 10.95 | 996.45 | |||
| 0940 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 115.00 | 690.00 | |||
| 0950 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 12.00 | 12.000 | 15.000 | 15.000 | 20.50 | 307.50 | |||
| 0960 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 112.00 | 112.000 | 48.000 | 48.000 | 20.50 | 984.00 | |||
| 0970 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 323.00 | 323.000 | 289.000 | 289.000 | 20.50 | 5,924.50 | |||
| 0980 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 157.00 | 157.000 | 148.000 | 148.000 | 20.50 | 3,034.00 | |||
| 0990 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 5,037.31 | 25,186.55 | |||
| 1000 | FUEL ADJUSTMENT | 10020NS | DOLL | 165,344.00 | 24,259.800 | -282,209.750 | -282,209.750 | 1.00 | -282,209.75 | |||
| 1010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 120,404.00 | 31,724.930 | -225,235.440 | -225,235.440 | 1.00 | -225,235.44 | |||
| 1020 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,832.00 | 3,832.000 | 1,880.400 | 0.000 | 1,880.400 | 2.50 | 4,701.00 | 4,701.00 | |
| 1030 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 7,380.00 | 7,380.000 | 933.330 | 933.330 | 2.20 | 2,053.32 | |||
| 1040 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 325.00 | 325.000 | 0.000 | 0.000 | 3.05 | 0.00 | |||
| 8001 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 500.000 | 500.000 | 500.000 | 27.00 | 13,500.00 | |||
| 8005 | GUARDRAIL CONNECTOR TO BRIDGE END TY C | 02377 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 1,816.00 | 10,896.00 | |||
| 8008 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 0.00 | 17.000 | 17.000 | 17.000 | 63.00 | 1,071.00 | |||
| 8009 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 26.25 | 2,625.00 | |||
| 8010 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 334.00 | 334.00 | |||
| 8011 | EW~ Concrete Delivery Fee | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 8012 | EW~ Remove & Replace Island Header Curb | 10093EX | LF | 0.00 | 175.000 | 175.000 | 175.000 | 74.99 | 13,124.07 | |||
| 8013 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 4,600.00 | 9,200.00 | |||
| 8014 | PERFORATED PIPE EDGE DRAIN-6 IN | 01006 | LF | 0.00 | 360.000 | 360.000 | 360.000 | 8.80 | 3,168.00 | |||
| 8015 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 690.00 | 690.00 | |||
| 8016 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 597.000 | 597.000 | 597.000 | 13.35 | 7,969.95 | |||
| 8017 | CLEARING AND GRUBBING Clearing Trees on Slide of Ramp 2 | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 8018 | STAKING Ramp 2 Slide Sta. 214+00 | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 8019 | ROADWAY EXCAVATION Excavation on Ramp 2 Slide Sta. 214+00 | 02200 | CUYD | 0.00 | 37,300.000 | 37,300.000 | 37,300.000 | 7.58 | 282,734.00 | |||
| 8020 | EXCAVATION Ramp 1 Slide Repairs | 21554EN | CUYD | 0.00 | 795.000 | 795.000 | 795.000 | 29.00 | 23,055.00 | |||
| 8021 | MAINTAIN & CONTROL TRAFFIC Slide Repairs | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,100.00 | 9,100.00 | |||
| 8023 | EW~ Perforated Pipe Digout KY 56 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 12,300.00 | 12,300.00 | |||
| 8024 | MAINTAIN & CONTROL TRAFFIC Perf Pipe Digout KY 56 | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,295.00 | 3,295.00 | |||
| 8025 | FLUME INLET TYPE 1 | 01690 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 8026 | GAS & UTILITY COORDINATION Gas Utility Protection and Slope Repair | 20224NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 186,629.07 | 186,629.07 | |||
| 8027 | DESIGN Engineering design | 21512NS | DOLL | 0.00 | 22,050.000 | 22,050.000 | 22,050.000 | 1.00 | 22,050.00 | |||
| Project | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | Category | 0003 DRAINAGE | |||||||
| 1050 | CULVERT PIPE-15 IN | 00461 | LF | 254.00 | 254.000 | 193.000 | 193.000 | 40.00 | 7,720.00 | |||
| 1060 | CULVERT PIPE-18 IN | 00462 | LF | 246.00 | 246.000 | 237.250 | 237.250 | 46.00 | 10,913.50 | |||
| 1070 | CULVERT PIPE-36 IN | 00468 | LF | 339.00 | 339.000 | 339.000 | 339.000 | 85.00 | 28,815.00 | |||
| 1080 | CULVERT PIPE-42 IN | 00469 | LF | 126.00 | 126.000 | 128.000 | 128.000 | 100.00 | 12,800.00 | |||
| 1090 | CULVERT PIPE-54 IN | 00471 | LF | 159.00 | 159.000 | 159.000 | 159.000 | 120.00 | 19,080.00 | |||
| 1100 | STORM SEWER PIPE-15 IN | 00521 | LF | 27.00 | 27.000 | 16.000 | 16.000 | 48.00 | 768.00 | |||
| 1110 | STORM SEWER PIPE-18 IN | 00522 | LF | 125.00 | 125.000 | 261.000 | 261.000 | 52.00 | 13,572.00 | |||
| 1120 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 1130 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 1140 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 1150 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 1160 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 1170 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,125.00 | 4,500.00 | |||
| 1180 | METAL END SECTION TY 3-36 IN | 01395 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 1190 | METAL END SECTION TY 3-54 IN | 01398 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,200.00 | 14,400.00 | |||
| 1200 | CURB BOX INLET TYPE A | 01456 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 1210 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 1220 | JUNCTION BOX-15 IN | 01641 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 1230 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1240 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 1250 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 8002 | DROP BOX INLET TYPE 12 | 01547 | LF | 0.00 | 30.000 | 30.000 | 30.000 | 957.70 | 28,731.00 | |||
| Project | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | Category | 0004 SIGNING | |||||||
| 1260 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,740.00 | 2,740.00 | |||
| 1270 | GMSS GALV STEEL TYPE A | 06400 | LB | 7,004.00 | 7,004.000 | 7,004.000 | 7,004.000 | 1.90 | 13,307.60 | |||
| 1280 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,807.00 | 1,807.000 | 1,355.250 | 1,355.250 | 19.00 | 25,749.75 | |||
| 1290 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 170.00 | 125.000 | 147.280 | 147.280 | 23.51 | 3,462.55 | |||
| 1300 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 734.00 | 485.000 | 440.770 | 440.770 | 18.00 | 7,933.86 | |||
| 1310 | STEEL POST TYPE 1 | 06410 | LF | 1,322.00 | 1,322.000 | 838.000 | 838.000 | 8.50 | 7,123.00 | |||
| 1320 | GMSS GALV STEEL TYPE C | 06441 | LB | 1,953.00 | 1,953.000 | 1,953.000 | 1,953.000 | 4.65 | 9,081.45 | |||
| 1330 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 1340 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 21.00 | 21.000 | 21.000 | 21.000 | 469.00 | 9,849.00 | |||
| 1350 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 352.00 | 352.000 | 352.000 | 0.000 | 352.000 | 2.00 | 704.00 | 704.00 | |
| 1360 | ROADWAY CROSS SECTION | 20419ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1370 | REMOVE SIGN | 21373ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 165.00 | 990.00 | |||
| 1380 | GMSS TYPE D | 21596ND | EACH | 12.00 | 12.000 | 12.000 | 0.000 | 12.000 | 350.00 | 4,200.00 | 4,200.00 | |
| 1390 | BARCODE SIGN INVENTORY | 24631EC | EACH | 109.00 | 109.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8003 | SBM ALUM SHEET SIGNS .080 IN type IX copy for flat sheet signs | 06406 | SQFT | 0.00 | 45.000 | 45.000 | 45.000 | 26.26 | 1,181.70 | |||
| 8004 | SBM ALUM SHEET SIGNS .125 IN type IX copy for Type D signs | 06407 | SQFT | 0.00 | 249.000 | 249.000 | 249.000 | 23.75 | 5,913.75 | |||
| Project | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | Category | 0005 LIGHTING | |||||||
| 1400 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 29,160.00 | 320,760.00 | |||
| 1410 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 11,340.00 | 1,134.00 | 11,340.00 | |
| 1420 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 64.00 | 64.000 | 64.000 | 64.000 | 1,080.00 | 69,120.00 | |||
| 1430 | CONDUIT-3 IN | 04797 | LF | 2,450.00 | 2,450.000 | 2,360.000 | 2,360.000 | 34.56 | 81,561.60 | |||
| 1440 | MARKER | 04800 | EACH | 30.00 | 30.000 | 17.000 | 7.000 | 24.000 | 270.00 | 4,590.00 | 6,480.00 | |
| 1450 | TRENCHING AND BACKFILLING | 04820 | LF | 24,610.00 | 24,610.000 | 4,440.000 | 7,352.000 | 11,792.000 | 3.24 | 14,385.60 | 38,206.08 | |
| 1460 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 2,200.00 | 2,200.000 | 1,790.000 | 1,790.000 | 3.51 | 6,282.90 | |||
| 1470 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 7,430.00 | 7,430.000 | 1,468.000 | 4,931.000 | 6,399.000 | 4.32 | 6,341.76 | 27,643.68 | |
| 1480 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 15,110.00 | 15,110.000 | 2,844.000 | 11,274.000 | 14,118.000 | 5.67 | 16,125.48 | 80,049.06 | |
| 1490 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 21,600.00 | 2,160.00 | 21,600.00 | |
| 1500 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,080.00 | 5,400.00 | |||
| 1510 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 1,620.00 | 11,340.00 | |||
| 1520 | BORE AND JACK CONDUIT | 21543EN | LF | 2,450.00 | 2,450.000 | 860.000 | 1,460.000 | 2,320.000 | 1.08 | 928.80 | 2,505.60 | |
| 1530 | POLE BASE-HIGH MAST | 23161EN | CUYD | 103.00 | 103.000 | 103.000 | 103.000 | 648.00 | 66,744.00 | |||
| 1540 | LIGHTING-NAV MONITORING SYSTEM | 23365EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 66,659.76 | 66,659.76 | |||
| 1550 | SOLAR POWERED NAV LIGHTING SYSTEM | 23366EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 131,760.00 | 131,760.00 | |||
| 8006 | NAVIGATION LIGHTING | 08267 | LS | 0.00 | 1.000 | 0.100 | 0.900 | 1.000 | 107,501.00 | 10,750.10 | 107,501.00 | |
| 8007 | RELOCATE SERVICE | 21109ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,975.00 | 6,975.00 | |||
| 8028 | COST PLUS WORK Navigational Lights | 10080NSD | DOLL | 0.00 | 21,084.200 | 21,084.200 | 21,084.200 | 1.00 | 21,084.20 | |||
| Project | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1560 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 1570 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 150,000.00 | 75,000.00 | 112,500.00 | |
| 8022 | MOBILIZATION Slide Repairs | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 71,412.00 | 71,412.00 | |||
| Project | DE11790041431 | Fed/State Project Number | NHPP 0411 (019) | Category | 0007 TRAINEES | |||||||
| 1580 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING TRUCK DRIVER ADDED: 6-24- | 02742 | HOUR | 1,400.00 | 1,400.000 | 973.500 | 973.500 | 1.00 | 973.50 | |||
| SUBTOT | $201,244.08 |
$9,861,007.87 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1400-1-0I |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0006 | $17725.000000 | $185,226.25 | ||||||
1420-1-0I |
TRAFFIC INCIDENTAL | EACH |
64.00 | 0006 | $735.000000 | $44,688.00 | ||||||
1400-1-0A |
TRAFFIC INCIDENTAL | EACH |
0.95 | 0019 | $17725.000000 | $-15,996.81 | ||||||
1400-1-0A |
TRAFFIC INCIDENTAL | EACH |
0.95 | 0020 | $17725.000000 | $-15,996.81 | ||||||
1420-1-0A |
TRAFFIC INCIDENTAL | EACH |
28.50 | 0020 | $735.000000 | $-19,900.13 | ||||||
1400-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.90 | 0021 | $17725.000000 | $-31,993.63 | ||||||
1400-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.80 | 0023 | $17725.000000 | $-63,987.25 | ||||||
1400-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.85 | 0034 | $17725.000000 | $-47,990.44 | ||||||
1420-1-0A |
TRAFFIC INCIDENTAL | EACH |
17.10 | 0034 | $735.000000 | $-11,940.08 | ||||||
1420-1-0A |
TRAFFIC INCIDENTAL | EACH |
15.20 | 0035 | $735.000000 | $-10,613.40 | ||||||
1400-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0049 | $16838.750000 | $-9,261.31 | ||||||
1420-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0049 | $698.250000 | $-2,234.39 | ||||||
| SUBTOT | $0.00 |
|||||||||||