|
Report_Id: 201029 Est NO 0013 |
Date:12/06/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201029 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Withrow, Joshua B. | ||||||
| Contractor | LEXINGTON QUARRY COMPANY | ADDR SN 0 VC Code KY0035750 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 10/28/2021 TO 11/10/2021 | ||||||
| Date Approved | 11/19/2021 | ||||||
| Primary Proj Number | DE05700682029 | ||||||
| Project No. | STP 2681 (032) | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | HARRODSBURG ROAD (US 68) & LEXINGTON ROAD (KY 29) | ||||||
| Description | IMPROVE INTERSECTION OF KY-29 NORTH OF WILMORE | ||||||
| Date Let | 08/21/2020 | Formal Acceptance | |||||
| Date Awarded | 09/09/2020 | Date Work Began | 01/21/2021 | ||||
| Date Contract Executed | 10/23/2020 | Open To Traffic | |||||
| Date NTP Issued | 10/23/2020 | Actual Completion Date | 10/04/2021 | ||||
| Current Contract Amount | $1,649,145.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,645,813.65 |
Total Earnings | $1,493,642.59 |
$1,477,955.09 |
$15,687.50 |
|
| Percent Complete | 90.57 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $155,502.90 |
Gross Earnings | $1,493,642.59 |
$1,477,955.09 |
$15,687.50 |
|
| Total Change Orders | $3,331.84 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,493,642.59 |
$1,477,955.09 |
$15,687.50 |
|||
| Contract Id | 201029 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0013 | Project Number | STP 2681 (032) | |||||||
| Contractor | LEXINGTON QUARRY COMPANY | Period | 10/28/2021 TO 11/10/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary Striping for Diversions | Approved | 09/03/2021 | $3,331.84 | 1.0 | |||||
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 | 201029 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05700682029 | ||||||
| Estimate Nbr | 0013 | Period | 10/28/2021 TO 11/10/2021 | |||||||
| Contractor | LEXINGTON QUARRY COMPANY | |||||||||
| Project | DE05700682029 | Fed/State Project Number | STP 2681 (032) | 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 | DE05700682029 | Fed/State Project Number | STP 2681 (032) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 7,401.00 | 7,401.000 | 7,289.940 | 7,289.940 | 26.85 | 195,734.88 | |||
| 0010 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 7,383.00 | 7,383.000 | 7,158.660 | 7,158.660 | 68.50 | 490,368.21 | |||
| 0015 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,803.00 | 1,803.000 | 1,854.550 | 1,854.550 | 85.00 | 157,636.75 | |||
| 0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 17.45 | 17.450 | 1.820 | 1.820 | 250.00 | 455.00 | |||
| 0025 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 241.00 | 241.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 8000 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 20,824.000 | 21,612.000 | 21,612.000 | 0.16 | 3,457.92 | |||
| 8001 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| Project | DE05700682029 | Fed/State Project Number | STP 2681 (032) | Category | 0002 ROADWAY | |||||||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 828.00 | 828.000 | 60.700 | 60.700 | 26.00 | 1,578.20 | |||
| 0035 | PERFORATED PIPE-4 IN | 01000 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 19.75 | 0.00 | |||
| 0040 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0045 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0050 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0055 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 223.00 | 223.000 | 223.000 | 223.000 | 38.50 | 8,585.50 | |||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 3,182.00 | 3,182.000 | 3,182.000 | 3,182.000 | 1.15 | 3,659.30 | |||
| 0065 | TEMP DITCH | 02159 | LF | 2,523.00 | 2,523.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 10,072.00 | 10,072.000 | 10,072.000 | 10,072.000 | 20.65 | 207,986.80 | |||
| 0075 | WATER | 02242 | MGAL | 35.00 | 35.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0080 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 31.00 | 31.000 | 14.000 | 14.000 | 90.00 | 1,260.00 | |||
| 0085 | WITNESS POST | 02432 | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 70.00 | 2,170.00 | |||
| 0090 | CHANNEL LINING CLASS II | 02483 | TON | 779.00 | 779.000 | 99.970 | 99.970 | 36.50 | 3,648.90 | |||
| 0095 | CLEARING AND GRUBBING (APPROXIMATELY 12.22 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,695.00 | 33,695.00 | |||
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 261.00 | 261.000 | 256.000 | 256.000 | 12.00 | 3,072.00 | |||
| 0105 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,335.00 | 1,335.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0110 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 506.00 | 506.000 | 208.000 | 208.000 | 2.00 | 416.00 | |||
| 0115 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 46,750.00 | 46,750.00 | |||
| 0120 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 62,750.00 | 15,687.50 | 62,750.00 | |
| 0125 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 2,523.00 | 2,523.000 | 2,906.000 | 2,906.000 | 2.45 | 7,119.70 | |||
| 0135 | SILT TRAP TYPE A | 02703 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0145 | SILT TRAP TYPE C | 02705 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 185.00 | 370.00 | |||
| 0150 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0160 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0165 | SHOULDERING | 02714 | LF | 2,477.00 | 2,477.000 | 2,477.000 | 2,477.000 | 16.30 | 40,375.10 | |||
| 0170 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,000.00 | 19,000.00 | |||
| 0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,158.00 | 4,158.000 | 3,900.000 | 3,900.000 | 1.60 | 6,240.00 | |||
| 0180 | TEMP MULCH | 05952 | SQYD | 35,269.00 | 35,269.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0185 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 26,452.00 | 26,452.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0190 | INITIAL FERTILIZER | 05963 | TON | 1.64 | 1.640 | 0.570 | 0.570 | 950.00 | 541.50 | |||
| 0195 | MAINTENANCE FERTILIZER | 05964 | TON | 2.74 | 2.740 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0200 | SEEDING AND PROTECTION | 05985 | SQYD | 35,239.00 | 35,239.000 | 19,415.700 | 19,415.700 | 0.35 | 6,795.49 | |||
| 0205 | AGRICULTURAL LIMESTONE 3 TONS PER ACRE DISTURBED | 05992 | TON | 33.80 | 33.800 | 4.500 | 4.500 | 65.00 | 292.50 | |||
| 0210 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 31.50 | 31.500 | 31.500 | 31.500 | 40.00 | 1,260.00 | |||
| 0215 | STEEL POST TYPE 1 | 06410 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 35.00 | 1,400.00 | |||
| 0220 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,412.00 | 7,412.000 | 1,342.000 | 1,342.000 | 0.26 | 348.92 | |||
| 0225 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 6,950.00 | 6,950.000 | 138.000 | 138.000 | 0.26 | 35.88 | |||
| 0230 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 48.00 | 48.000 | 45.000 | 45.000 | 10.00 | 450.00 | |||
| 0235 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 180.00 | 180.000 | 228.000 | 228.000 | 3.00 | 684.00 | |||
| 0240 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 85.00 | 510.00 | |||
| 0245 | FUEL ADJUSTMENT | 10020NS | DOLL | 18,028.00 | 18,028.000 | 21,967.840 | 21,967.840 | 1.00 | 21,967.84 | |||
| 0250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 40,562.00 | 40,562.000 | 28,166.170 | 28,166.170 | 1.00 | 28,166.17 | |||
| 0255 | TEMPORARY PIPE | 20166ES810 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 185.00 | 9,620.00 | |||
| 0260 | PAVE MARK HANDICAP SYMBOL | 20206EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0265 | SAW CUT | 20430ED | LF | 84.00 | 84.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0275 | PIPELINE INSPECTION | 24814EC | LF | 285.50 | 285.500 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 8002 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 8003 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 147.00 | 0.00 | |||
| 8004 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 6.83 | 0.00 | |||
| 8005 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 8006 | PAVE STRIPING-THERMO-8 IN Y | 06545 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 8007 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 0.00 | 0.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 8008 | GMSS TYPE D | 21596ND | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 838.97 | 0.00 | |||
| 8009 | BOLLARDS | 21341ND | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,079.26 | 0.00 | |||
| 8010 | SBM ALUM SHEET SIGNS .080 IN Various Signs | 06406 | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 24.79 | 0.00 | |||
| 8011 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 41.75 | 0.00 | |||
| Project | DE05700682029 | Fed/State Project Number | STP 2681 (032) | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0280 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 23,500.00 | 5,875.00 | |||
| Project | DE05700682029 | Fed/State Project Number | STP 2681 (032) | Category | 0004 DRAINAGE | |||||||
| 0285 | ENTRANCE PIPE-15 IN (ADDED: 8/5/2020) | 00440 | LF | 220.00 | 220.000 | 192.000 | 192.000 | 45.00 | 8,640.00 | |||
| 0290 | ENTRANCE PIPE-18 IN (ADDED: 8/5/2020) | 00441 | LF | 84.00 | 84.000 | 112.000 | 112.000 | 45.00 | 5,040.00 | |||
| 0295 | CULVERT PIPE-18 IN (ADDED: 8/5/2020) | 00462 | LF | 78.50 | 78.500 | 72.000 | 72.000 | 90.00 | 6,480.00 | |||
| 0300 | CULVERT PIPE-36 IN (ADDED: 8/5/2020) | 00468 | LF | 92.00 | 92.000 | 92.000 | 92.000 | 158.00 | 14,536.00 | |||
| 0305 | CULVERT PIPE-48 IN EQUIV (ADDED: 8/5/2020) | 00499 | LF | 107.00 | 107.000 | 107.000 | 107.000 | 310.00 | 33,170.00 | |||
| 0310 | PIPE CULVERT HEADWALL-48 IN EQUIV (ADDED: 8/5/2020) | 01217 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,350.00 | 20,700.00 | |||
| 0315 | S & F BOX INLET-OUTLET-18 IN (ADDED: 8/5/2020) | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,200.00 | 6,600.00 | |||
| 0320 | S & F BOX INLET-OUTLET-36 IN (ADDED: 8/5/2020) | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,800.00 | 11,600.00 | |||
| 0325 | CHANNEL LINING CLASS II (ADDED: 8/5/2020) | 02483 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 36.50 | 0.00 | |||
| SUBTOT | $15,687.50 |
$1,493,642.57 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||