|
Report_Id: 151001 Est NO 0015 |
Date:07/10/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151001 | Estimate Number | 0015 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Boyle, Jeremy R. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | ADDR SN 0 VC Code VC0000093326 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 07/01/2016 TO 06/14/2017 | ||||||
| Date Approved | 06/23/2017 | ||||||
| Primary Proj Number | DE08412251501 | ||||||
| Project No. | STP BRZ 0703(325) | ||||||
| Primary County | MERCER | ||||||
| Name of Road | DEEP CREEK ROAD(CR-1225) | ||||||
| Description | DEEP CREEK ROAD(CR-1225) | ||||||
| Date Let | 03/20/2015 | Formal Acceptance | |||||
| Date Awarded | 04/01/2015 | Date Work Began | 04/22/2015 | ||||
| Date Contract Executed | 04/13/2015 | Open To Traffic | |||||
| Date NTP Issued | 04/13/2015 | Actual Completion Date | 06/24/2016 | ||||
| Current Contract Amount | $1,053,083.46 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,053,083.46 |
Total Earnings | $1,047,069.84 |
$1,038,843.57 |
$8,226.27 |
|
| Percent Complete | 99.43 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $6,013.62 |
Gross Earnings | $1,047,069.84 |
$1,038,843.57 |
$8,226.27 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,047,069.84 |
$1,038,843.57 |
$8,226.27 |
|||
| Contract Id | 151001 | Change Order Summary |
County | MERCER | ||||||
| Estimate Nbr | 0015 | Project Number | STP BRZ 0703(325) | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 07/01/2016 TO 06/14/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material-Type 4 I-Beams Override | Approved | 05/25/2017 | $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 | 151001 | COMMONWEALTH OF KENTUCKY |
County | MERCER | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE08412251501 | ||||||
| Estimate Nbr | 0015 | Period | 07/01/2016 TO 06/14/2017 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE08412251501 | Fed/State Project Number | STP BRZ 0703(325) | 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 | DE08412251501 | Fed/State Project Number | STP BRZ 0703(325) | Category | 0001 PAVING | |||||||
| 0001 | DGA BASE | 00001 | TON | 358.00 | 358.000 | 417.740 | 417.740 | 60.00 | 25,064.40 | |||
| 0002 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 438.00 | 438.000 | 465.450 | 465.450 | 120.00 | 55,854.00 | |||
| 0003 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 100.00 | 100.000 | 119.890 | 119.890 | 150.00 | 17,983.50 | |||
| 8000 | NON-SPEC MATERIAL Type 4 I Beams | 10070NS | DOLL | 0.00 | 0.001 | -2,090.430 | 0.000 | -2,090.430 | 1.00 | -2,090.43 | -2,090.43 | |
| Project | DE08412251501 | Fed/State Project Number | STP BRZ 0703(325) | Category | 0002 ROADWAY | |||||||
| 0004 | ISLAND HEADER CURB TYPE 2 (ADDED: 3-17-15) | 01891 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 40.00 | 4,000.00 | |||
| 0005 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 350.00 | 1,400.00 | |||
| 0006 | REMOVE PAVEMENT | 02091 | SQYD | 196.00 | 196.000 | 196.000 | 196.000 | 10.00 | 1,960.00 | |||
| 0007 | ROADWAY EXCAVATION | 02200 | CUYD | 2,607.00 | 2,607.000 | 2,607.000 | 2,607.000 | 30.00 | 78,210.00 | |||
| 0008 | WATER | 02242 | MGAL | 9.50 | 9.500 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0009 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 50.00 | 50.000 | 195.000 | 195.000 | 42.00 | 8,190.00 | |||
| 0010 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 51.75 | 51.75 | |||
| 0011 | GUARDRAIL CONNECTOR TO BRIDGE END TY A (REVISED: 3-17-15) | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,992.00 | 7,968.00 | |||
| 0012 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,163.50 | 3,490.50 | |||
| 0013 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 60.00 | 540.00 | |||
| 0014 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 40.00 | 360.00 | |||
| 0015 | CHANNEL LINING CLASS II | 02483 | TON | 467.00 | 467.000 | 229.260 | 239.220 | 468.480 | 45.00 | 10,316.70 | 21,081.60 | |
| 0016 | CLEARING AND GRUBBING 2.21 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0017 | TEMPORARY SIGNS | 02562 | SQFT | 153.00 | 153.000 | 108.000 | 108.000 | 9.00 | 972.00 | |||
| 0018 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0019 | TEMP SILT FENCE | 02701 | LF | 2,544.00 | 2,544.000 | 580.000 | 580.000 | 4.25 | 2,465.00 | |||
| 0020 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0021 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0022 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0023 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0024 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,088.00 | 5,088.000 | 40.000 | 40.000 | 0.40 | 16.00 | |||
| 0025 | STAKING STAKING FOR 1000' ON ROLLING TERRAIN | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,500.00 | 11,500.00 | |||
| 0026 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 34,000.00 | 34,000.00 | |||
| 0027 | EROSION CONTROL BLANKET | 05950 | SQYD | 358.00 | 358.000 | 400.000 | 400.000 | 1.42 | 568.00 | |||
| 0028 | TEMP MULCH | 05952 | SQYD | 10,681.00 | 10,681.000 | 10,681.000 | 10,681.000 | 0.21 | 2,243.01 | |||
| 0029 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 824.00 | 824.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0030 | INITIAL FERTILIZER | 05963 | TON | 0.24 | 0.240 | 0.000 | 0.000 | 1,225.00 | 0.00 | |||
| 0031 | 20-10-10 FERTILIZER | 05964 | TON | 0.40 | 0.400 | 0.280 | 0.280 | 865.00 | 242.20 | |||
| 0032 | SEEDING AND PROTECTION | 05985 | SQYD | 7,794.00 | 7,794.000 | 8,908.000 | 8,908.000 | 0.44 | 3,919.52 | |||
| 0033 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 443.00 | 443.000 | 443.000 | 443.000 | 0.30 | 132.90 | |||
| 0034 | AGRICULTURAL LIMESTONE | 05992 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| Project | DE08412251501 | Fed/State Project Number | STP BRZ 0703(325) | Category | 0003 DRAINAGE | |||||||
| 0035 | ENTRANCE PIPE-15 IN | 00440 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 62.75 | 3,514.00 | |||
| 0036 | ENTRANCE PIPE-24 IN | 00443 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 70.75 | 1,981.00 | |||
| 0037 | ENTRANCE PIPE-15 IN EQUIV | 00450 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 65.75 | 2,367.00 | |||
| Project | DE08412251501 | Fed/State Project Number | STP BRZ 0703(325) | Category | 0004 BRIDGE | |||||||
| 0038 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 67.90 | 67.900 | 67.900 | 67.900 | 52.50 | 3,564.75 | |||
| 0039 | MASONRY COATING | 02998 | SQYD | 482.00 | 482.000 | 482.000 | 482.000 | 12.00 | 5,784.00 | |||
| 0040 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 63.50 | 2,032.00 | |||
| 0041 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 224.60 | 224.600 | 224.600 | 224.600 | 13.25 | 2,975.95 | |||
| 0042 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 103.30 | 103.300 | 103.300 | 103.300 | 115.00 | 11,879.50 | |||
| 0043 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 406.00 | 406.000 | 303.120 | 303.120 | 60.00 | 18,187.20 | |||
| 0044 | TEST PILES | 08033 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 150.00 | 3,000.00 | |||
| 0045 | PILES-STEEL HP12X53 | 08046 | LF | 50.00 | 50.000 | 52.080 | 52.080 | 90.00 | 4,687.20 | |||
| 0046 | PILE POINTS-12 IN | 08094 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0047 | CONCRETE-CLASS A | 08100 | CUYD | 136.10 | 136.100 | 153.850 | 153.850 | 725.00 | 111,541.25 | |||
| 0048 | CONCRETE-CLASS AA | 08104 | CUYD | 172.30 | 172.300 | 173.000 | 173.000 | 825.00 | 142,725.00 | |||
| 0049 | STEEL REINFORCEMENT | 08150 | LB | 13,228.00 | 13,228.000 | 13,809.680 | 13,809.680 | 1.00 | 13,809.68 | |||
| 0050 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 52,769.00 | 52,769.000 | 53,819.874 | 53,819.874 | 1.10 | 59,201.86 | |||
| 0051 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 749.50 | 749.500 | 749.500 | 749.500 | 345.00 | 258,577.50 | |||
| 0052 | RAIL SYSTEM TYPE III | 21532ED | LF | 506.00 | 506.000 | 506.000 | 506.000 | 120.00 | 60,720.00 | |||
| Project | DE08412251501 | Fed/State Project Number | STP BRZ 0703(325) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0053 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,000.00 | 0.00 | |||
| SUBTOT | $8,226.27 |
$1,047,069.84 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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