|
Report_Id: 204116 Est NO 0004 |
Date:07/31/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 204116 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Shields, Austin C. | ||||||
| Contractor | NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO | ADDR SN 0 VC Code KY0033430 | |||||
| LLC | |||||||
| 100 FARMERS BANK DR STE 400 | |||||||
| GEORGETOWN , KY , 40324 | |||||||
| Pay Period | 06/13/2020 TO 06/30/2020 | ||||||
| Date Approved | 07/09/2020 | ||||||
| Primary Proj Number | 0710500622001 | ||||||
| Project No. | HSIP 4601 (051) | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | MCCLELLAND CIRCLE (US 62) | ||||||
| Description | INTERSECTION IMPROVEMENTS AT THE INTERSECTION OF US 62 AND H EMINGWAY PLACE | ||||||
| Date Let | 02/21/2020 | Formal Acceptance | |||||
| Date Awarded | 03/02/2020 | Date Work Began | 05/12/2020 | ||||
| Date Contract Executed | 04/13/2020 | Open To Traffic | |||||
| Date NTP Issued | 04/13/2020 | Actual Completion Date | |||||
| Current Contract Amount | $965,567.41 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $965,567.41 |
Total Earnings | $278,340.93 |
$197,259.65 |
$81,081.28 |
|
| Percent Complete | 28.83 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $687,226.48 |
Gross Earnings | $278,340.93 |
$197,259.65 |
$81,081.28 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $278,340.93 |
$197,259.65 |
$81,081.28 |
|||
| Contract Id | 204116 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0004 | Project Number | HSIP 4601 (051) | |||||||
| Contractor | NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO | Period | 06/13/2020 TO 06/30/2020 | |||||||
| 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 | 204116 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | 0710500622001 | ||||||
| Estimate Nbr | 0004 | Period | 06/13/2020 TO 06/30/2020 | |||||||
| Contractor | NALLY & GIBSON GEORGETOWN LLC DBA HAMILTON-HINKLE PAVING CO | |||||||||
| Project | 0710500622001 | Fed/State Project Number | HSIP 4601 (051) | 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 | 0710500622001 | Fed/State Project Number | HSIP 4601 (051) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 5,918.00 | 5,918.000 | 1,082.740 | 1,458.320 | 2,541.060 | 23.00 | 24,903.02 | 58,444.38 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 16.60 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 33.10 | 33.100 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 3.97 | 3.970 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,584.00 | 1,584.000 | 1,052.730 | 1,052.730 | 77.00 | 81,060.21 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 1,288.00 | 1,288.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0035 | CL3 ASPH SURF 0.38B PG76-22 | 00387 | TON | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 106.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 5.94 | 5.940 | 0.620 | 0.620 | 1,200.00 | 744.00 | |||
| Project | 0710500622001 | Fed/State Project Number | HSIP 4601 (051) | Category | 0002 ROADWAY | |||||||
| 0045 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 108.00 | 108.000 | 0.000 | 0.000 | 166.00 | 0.00 | |||
| 0050 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 4,357.00 | 4,357.000 | 890.000 | 1,630.000 | 2,520.000 | 22.75 | 20,247.50 | 57,330.00 | |
| 0060 | WATER | 02242 | MGAL | 14.00 | 14.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0075 | REMOVE GUARDRAIL | 02381 | LF | 87.50 | 87.500 | 87.500 | 87.500 | 5.00 | 437.50 | |||
| 0080 | CLEARING AND GRUBBING 1.96 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 52,000.00 | 26,000.00 | |||
| 0085 | TEMPORARY SIGNS | 02562 | SQFT | 150.00 | 150.000 | 8.000 | 314.000 | 322.000 | 12.72 | 101.76 | 4,095.84 | |
| 0090 | EDGE KEY | 02585 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0095 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,160.00 | 1,160.000 | 656.000 | 0.000 | 656.000 | 2.00 | 1,312.00 | 1,312.00 | |
| 0100 | MAINTAIN & CONTROL TRAFFIC INTERSECTION OF US 62 AT HEMINGWAY PLACE | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 20,000.00 | 5,000.00 | 10,000.00 | |
| 0105 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,750.00 | 7,000.00 | |||
| 0110 | MOBILIZATION FOR MILL & TEXT INTERSECTION OF US 62 AT HEMINGWAY PLACE | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0115 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 675.00 | 675.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0120 | SHOULDER RUMBLE STRIPS | 02696 | LF | 4,670.00 | 4,670.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0125 | TEMP SILT FENCE | 02701 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 2.15 | 0.00 | |||
| 0130 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 182.50 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 438.50 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | STAKING INTERSECTION OF US 62 AT HEMINGWAY PLACE | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0165 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0170 | TUBULAR MARKERS PEXCO CITY POST (EMBEDDED ANCHOR CUP) | 03225 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0175 | TEMP MULCH | 05952 | SQYD | 9,488.00 | 9,488.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0180 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,134.00 | 7,134.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0185 | INITIAL FERTILIZER | 05963 | TON | 0.55 | 0.550 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0190 | MAINTENANCE FERTILIZER | 05964 | TON | 0.55 | 0.550 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0195 | SEEDING AND PROTECTION | 05985 | SQYD | 10,648.00 | 10,648.000 | 779.000 | 0.000 | 779.000 | 0.50 | 389.50 | 389.50 | |
| 0200 | AGRICULTURAL LIMESTONE | 05992 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0205 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 246.00 | 246.000 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| 0210 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 62.00 | 62.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 0215 | STEEL POST TYPE 1 | 06410 | LF | 720.00 | 720.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0220 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 10,295.00 | 10,295.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0225 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 38,505.00 | 38,505.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0230 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 18,170.00 | 18,170.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0235 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0245 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0250 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,988.00 | 8,988.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0255 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 15,333.00 | 15,333.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0260 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,620.00 | 2,620.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0265 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 1,071.00 | 1,071.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0270 | INLAID PAVEMENT MARKER | 24489EC | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 72.50 | 0.00 | |||
| 0275 | BARCODE SIGN INVENTORY | 24631EC | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0280 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 182.00 | 182.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0285 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| Project | 0710500622001 | Fed/State Project Number | HSIP 4601 (051) | Category | 0003 DRAINAGE | |||||||
| 0290 | CULVERT PIPE-18 IN | 00462 | LF | 126.00 | 126.000 | 64.000 | 0.000 | 64.000 | 130.00 | 8,320.00 | 8,320.00 | |
| 0295 | STORM SEWER PIPE-18 IN | 00522 | LF | 744.00 | 744.000 | 278.000 | 0.000 | 278.000 | 65.00 | 18,070.00 | 18,070.00 | |
| 0300 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0305 | DROP BOX INLET TYPE 5E | 01514 | EACH | 3.00 | 3.000 | 0.500 | 0.000 | 0.500 | 5,475.00 | 2,737.50 | 2,737.50 | |
| 0310 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,700.00 | 0.00 | |||
| Project | 0710500622001 | Fed/State Project Number | HSIP 4601 (051) | Category | 0004 DEMOBILIZATION | |||||||
| 0315 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| SUBTOT | $81,081.28 |
$278,340.93 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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