|
Report_Id: 172031 Est NO 0009 |
Date:02/07/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 172031 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06360) Moore, Craig A. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 11/03/2017 TO 01/11/2018 | ||||||
| Date Approved | 01/24/2018 | ||||||
| Primary Proj Number | MP09600171601 | ||||||
| Project No. | HSIP 5217 015, FD05 096 0017 006-011 | ||||||
| Primary County | PENDLETON | ||||||
| Name of Road | FALMOUTH TO COVINGTON ROAD (KY 17) | ||||||
| Description | FALMOUTH TO COVINGTON ROAD (KY 17) | ||||||
| Date Let | 02/24/2017 | Formal Acceptance | 07/22/2017 | ||||
| Date Awarded | 02/27/2017 | Date Work Began | 03/14/2017 | ||||
| Date Contract Executed | 03/14/2017 | Open To Traffic | 07/22/2017 | ||||
| Date NTP Issued | 03/14/2017 | Actual Completion Date | 07/22/2017 | ||||
| Current Contract Amount | $488,754.35 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $461,180.00 |
Total Earnings | $468,751.61 |
$463,652.67 |
$5,098.94 |
|
| Percent Complete | 95.91 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $20,002.74 |
Gross Earnings | $468,751.61 |
$463,652.67 |
$5,098.94 |
|
| Total Change Orders | $27,574.35 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $468,751.61 |
$463,652.67 |
$5,098.94 |
|||
| Contract Id | 172031 | Change Order Summary |
County | PENDLETON | ||||||
| Estimate Nbr | 0009 | Project Number | HSIP 5217 015, FD05 096 0017 006-011 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 11/03/2017 TO 01/11/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Terminal End Section Type 1/18" Pipe Installation | Approved | 10/24/2017 | $27,574.35 | 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 | 172031 | COMMONWEALTH OF KENTUCKY |
County | PENDLETON | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | MP09600171601 | ||||||
| Estimate Nbr | 0009 | Period | 11/03/2017 TO 01/11/2018 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | MP09600171601 | Fed/State Project Number | HSIP 5217 015 | 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 | MP09600171601 | Fed/State Project Number | HSIP 5217 015 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 6.00 | 21.160 | 21.160 | 21.160 | 260.00 | 5,501.60 | |||
| 0010 | EMBANKMENT IN PLACE | 02230 | CUYD | 249.00 | 249.000 | 218.260 | 218.260 | 30.00 | 6,547.80 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 245.00 | 580.000 | 674.530 | 674.530 | 56.50 | 38,110.94 | |||
| 0020 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 404.00 | 404.000 | 117.500 | 117.500 | 20.00 | 2,350.00 | |||
| 0025 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6.00 | 32.080 | 32.080 | 32.080 | 600.00 | 19,248.00 | |||
| 0115 | MOBILIZATION FOR MILL & TEXT (HSIP) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC (HSIP) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
| Project | MP09600171601 | Fed/State Project Number | HSIP 5217 015 | Category | 0002 ROADWAY | |||||||
| 0030 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0035 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 400.00 | 220.000 | 216.250 | 216.250 | 17.00 | 3,676.25 | |||
| 0040 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 3.000 | 3.000 | 3.000 | 1,400.00 | 4,200.00 | |||
| 0045 | REMOVE GUARDRAIL | 02381 | LF | 100.00 | 100.000 | 116.250 | 116.250 | 11.00 | 1,278.75 | |||
| 0050 | REMOVE TREES OR STUMPS | 02460 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 2,150.00 | 73,100.00 | |||
| 0055 | TEMPORARY SIGNS | 02562 | SQFT | 120.00 | 120.000 | 188.000 | 188.000 | 9.00 | 1,692.00 | |||
| 0060 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0065 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 2,775.00 | 2,775.000 | 2,775.000 | 2,775.000 | 4.00 | 11,100.00 | |||
| 0125 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 12.00 | 72.00 | |||
| 0135 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8000 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 57.25 | 57.25 | |||
| Project | MP09600171601 | Fed/State Project Number | HSIP 5217 015 | Category | 0003 DRAINAGE | |||||||
| 0075 | DROP BOX INLET TYPE 12A | 01550 | LF | 95.00 | 82.000 | 82.000 | 82.000 | 300.00 | 24,600.00 | |||
| 0080 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0085 | DITCHING | 02237 | LF | 105.00 | 105.000 | 105.000 | 105.000 | 16.00 | 1,680.00 | |||
| 0090 | REMOVE HEADWALL | 02625 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0095 | ADJUST DRAINAGE STRUCTURE | 23074NN | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0130 | SITE PREPARATION | 20257NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0140 | EROSION CONTROL | 21415ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 8001 | CULVERT PIPE-18 IN | 00462 | LF | 0.00 | 62.000 | 62.000 | 62.000 | 105.00 | 6,510.00 | |||
| Project | MP09600171601 | Fed/State Project Number | HSIP 5217 015 | Category | 0004 BRIDGE | |||||||
| 0100 | REMOVE STRUCTURE (HSIP) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0105 | ALUMINUM STRUCTURAL PLATE BOX CULVERT (HSIP) | 24649EN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 43,800.00 | 43,800.00 | |||
| Project | MP09600171601 | Fed/State Project Number | HSIP 5217 015 | Category | 0005 DEMOBILIZATION | |||||||
| 0110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 3,399.29 | 2,549.46 | 2,549.46 | |
| SUBTOT | $2,549.46 |
$255,174.06 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP09600171602 | Fed/State Project Number | FD05 096 0017 006-011 | 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 | MP09600171602 | Fed/State Project Number | FD05 096 0017 006-011 | Category | 0001 PAVING | |||||||
| 0145 | TEMPORARY SIGNS | 02562 | SQFT | 270.00 | 270.000 | 175.000 | 175.000 | 5.00 | 875.00 | |||
| 0150 | MAINTAIN & CONTROL TRAFFIC (FD05) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0155 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,025.00 | 3,025.000 | 2,935.190 | 2,935.190 | 55.00 | 161,435.45 | |||
| 0160 | LEVELING & WEDGING PG64-22 | 00190 | TON | 311.00 | 311.000 | 311.000 | 311.000 | 56.00 | 17,416.00 | |||
| 0165 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 71,912.00 | 71,912.000 | 63,102.000 | 63,102.000 | 0.16 | 10,096.32 | |||
| 0170 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,000.00 | 20,000.000 | 27,652.000 | 27,652.000 | 0.19 | 5,253.88 | |||
| 0175 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 67.00 | 67.000 | 82.500 | 82.500 | 20.00 | 1,650.00 | |||
| 0180 | MOBILIZATION FOR MILL & TEXT (FD05) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,927.00 | 1,927.00 | |||
| 0185 | DGA BASE | 00001 | TON | 350.00 | 350.000 | 269.220 | 269.220 | 22.00 | 5,922.84 | |||
| 0190 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 8,037.00 | 8,037.000 | 2,978.290 | 2,978.290 | 1.00 | 2,978.29 | |||
| 0195 | FUEL ADJUSTMENT | 10020NS | DOLL | 4,672.00 | 4,672.000 | -1,026.710 | -1,026.710 | 1.00 | -1,026.71 | |||
| Project | MP09600171602 | Fed/State Project Number | FD05 096 0017 006-011 | Category | 0002 DEMOBILIZATION | |||||||
| 0200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 3,399.29 | 2,549.46 | 2,549.46 | |
| SUBTOT | $2,549.46 |
$468,751.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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