|
Report_Id: 184102 Est NO 0003 |
Date:03/19/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 184102 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Keathley, Catherine B. (Heard) | ||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | ADDR SN 0 VC Code KY0035742 | |||||
| PO BOX 11638 | |||||||
| 1051 RED MILE RD STE 1A | |||||||
| LEXINGTON , KY , 40576-1638 | |||||||
| Pay Period | 07/26/2018 TO 02/20/2019 | ||||||
| Date Approved | 03/05/2019 | ||||||
| Primary Proj Number | 0703400271801 | ||||||
| Project No. | HSIP 0272 (115) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | SOUTH LIMESTONE (US 27) | ||||||
| Description | EXTEND RIGHT TURN LANE ON EASTBOUND VIRGINIA AVE, UPDATE SIG NAL TO INCLUDE REFLECTIVE BACKPLATES, AND UPDATING THE STRIP | ||||||
| Date Let | 03/23/2018 | Formal Acceptance | 02/07/2019 | ||||
| Date Awarded | 04/03/2018 | Date Work Began | 06/14/2018 | ||||
| Date Contract Executed | 04/30/2018 | Open To Traffic | 07/27/2018 | ||||
| Date NTP Issued | 04/30/2018 | Actual Completion Date | 07/27/2018 | ||||
| Current Contract Amount | $78,882.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $78,882.50 |
Total Earnings | $76,191.15 |
$70,167.47 |
$6,023.68 |
|
| Percent Complete | 96.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,691.35 |
Gross Earnings | $76,191.15 |
$70,167.47 |
$6,023.68 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $76,191.15 |
$70,167.47 |
$6,023.68 |
|||
| Contract Id | 184102 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0003 | Project Number | HSIP 0272 (115) | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | Period | 07/26/2018 TO 02/20/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 184102 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | 0703400271801 | ||||||
| Estimate Nbr | 0003 | Period | 07/26/2018 TO 02/20/2019 | |||||||
| Contractor | BLUEGRASS CONTRACTING CORPORATION | |||||||||
| Project | 0703400271801 | Fed/State Project Number | HSIP 0272 (115) | 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 | 0703400271801 | Fed/State Project Number | HSIP 0272 (115) | Category | 0001 ROADWAY | |||||||
| 0005 | DGA BASE | 00001 | TON | 121.00 | 121.000 | 126.010 | 126.010 | 30.25 | 3,811.80 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 169.00 | 169.000 | 201.400 | 201.400 | 34.75 | 6,998.65 | |||
| 0015 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 97.00 | 97.000 | 106.910 | 106.910 | 96.50 | 10,316.81 | |||
| 0020 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 24.00 | 24.000 | 34.170 | 34.170 | 108.50 | 3,707.44 | |||
| 0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 809.25 | 0.00 | |||
| 0030 | STORM SEWER PIPE-15 IN | 00521 | LF | 7.00 | 7.000 | 7.000 | 7.000 | 225.00 | 1,575.00 | |||
| 0035 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,125.00 | 4,125.00 | |||
| 0040 | CAP CURB BOX INLET AND INSTALL MANHOLE TYPE A ACCESS | 01634 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,079.00 | 2,079.00 | |||
| 0045 | STANDARD CURB AND GUTTER | 01810 | LF | 253.00 | 253.000 | 253.000 | 253.000 | 28.25 | 7,147.25 | |||
| 0050 | REMOVE CURB AND GUTTER | 01812 | LF | 250.00 | 250.000 | 250.000 | 250.000 | 5.00 | 1,250.00 | |||
| 0055 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 115.75 | 0.00 | |||
| 0060 | ROADWAY EXCAVATION | 02200 | CUYD | 54.00 | 54.000 | 54.000 | 54.000 | 103.50 | 5,589.00 | |||
| 0065 | TEMPORARY SIGNS | 02562 | SQFT | 200.00 | 200.000 | 200.000 | 200.000 | 9.50 | 1,900.00 | |||
| 0070 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 333.00 | 333.000 | 333.000 | 333.000 | 2.25 | 749.25 | |||
| 0075 | MAINTAIN & CONTROL TRAFFIC US 27 at Virginia Ave | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,100.00 | 12,100.00 | |||
| 0080 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,772.00 | 1,772.00 | |||
| 0085 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 115.00 | 115.000 | 115.000 | 115.000 | 16.25 | 1,868.75 | |||
| 0090 | STAKING US 27 at Virginia Ave | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,159.00 | 1,159.00 | |||
| 0095 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 405.00 | 405.000 | 200.000 | 200.000 | 0.60 | 120.00 | |||
| 0100 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 145.00 | 145.000 | 150.000 | 0.000 | 150.000 | 0.90 | 135.00 | 135.00 | |
| 0105 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 120.00 | 120.000 | 70.000 | 0.000 | 70.000 | 3.00 | 210.00 | 210.00 | |
| 0110 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 30.00 | 30.000 | 32.000 | 0.000 | 32.000 | 14.25 | 456.00 | 456.00 | |
| 0115 | PAVE MARKING-DOTTED LANE EXTEN 4" WIDTH | 06572 | LF | 191.00 | 191.000 | 36.000 | 36.000 | 7.75 | 279.00 | |||
| 0120 | PAVE MARKING-DOTTED LANE EXTEN 8" WIDTH | 06572 | LF | 76.00 | 76.000 | 78.000 | 0.000 | 78.000 | 7.75 | 604.50 | 604.50 | |
| 0125 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 18.00 | 18.000 | 11.000 | 7.000 | 18.000 | 101.50 | 1,116.50 | 1,827.00 | |
| 0130 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 5.000 | 0.000 | 5.000 | 137.25 | 686.25 | 686.25 | |
| 0135 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 417.75 | 1,671.00 | 1,671.00 | |
| 0140 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 42.00 | 42.000 | 45.000 | 0.000 | 45.000 | 6.00 | 270.00 | 270.00 | |
| 0145 | SAW CUT | 20430ED | LF | 252.00 | 252.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 0150 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 316.25 | 316.25 | |||
| 0155 | LONGITUDINAL EDGE KEY | 21289ED | LF | 252.00 | 252.000 | 252.000 | 252.000 | 5.00 | 1,260.00 | |||
| 0160 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 333.00 | 333.000 | 333.000 | 333.000 | 3.50 | 1,165.50 | |||
| 0165 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 167.25 | 167.25 | |||
| Project | 0703400271801 | Fed/State Project Number | HSIP 0272 (115) | Category | 0002 DEMOBILIZATION | |||||||
| 0170 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 1,165.90 | 874.42 | 874.42 | |
| SUBTOT | $6,023.67 |
$76,191.13 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||