|
Report_Id: 171018 Est NO 0015 |
Date:04/04/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171018 | Estimate Number | 0015 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Watts, Isaac T. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code VC0000090528 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 02/10/2018 TO 02/23/2018 | ||||||
| Date Approved | 03/05/2018 | ||||||
| Primary Proj Number | DE09711461718 | ||||||
| Project No. | STP BRO 5375 (045) | ||||||
| Primary County | PERRY | ||||||
| Name of Road | BULAN-HINER ROAD (KY-1146) | ||||||
| Description | BULAN-HINER ROAD (KY-1146) | ||||||
| Date Let | 05/26/2017 | Formal Acceptance | |||||
| Date Awarded | 05/31/2017 | Date Work Began | 07/03/2017 | ||||
| Date Contract Executed | 06/22/2017 | Open To Traffic | |||||
| Date NTP Issued | 06/22/2017 | Actual Completion Date | |||||
| Current Contract Amount | $731,248.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $731,248.30 |
Total Earnings | $543,792.94 |
$502,354.69 |
$41,438.25 |
|
| Percent Complete | 74.37 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $187,455.36 |
Gross Earnings | $543,792.94 |
$502,354.69 |
$41,438.25 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $543,792.94 |
$502,354.69 |
$41,438.25 |
|||
| Contract Id | 171018 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0015 | Project Number | STP BRO 5375 (045) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 02/10/2018 TO 02/23/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Structure Granular Backfill | Pending | 0 | $11,037.50 | 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 | 171018 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE09711461718 | ||||||
| Estimate Nbr | 0015 | Period | 02/10/2018 TO 02/23/2018 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | 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 | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 386.00 | 386.000 | 102.280 | 102.280 | 43.80 | 4,479.86 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 439.00 | 439.000 | 131.190 | 131.190 | 152.90 | 20,058.95 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 66.00 | 66.000 | 0.000 | 0.000 | 174.30 | 0.00 | |||
| Project | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | Category | 0002 ROADWAY | |||||||
| 0030 | PERFORATED PIPE-4 IN | 01000 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0035 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0040 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0045 | STANDARD CURB AND GUTTER | 01810 | LF | 164.00 | 164.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0050 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0055 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 0060 | PAVED DITCH TYPE 1 | 02157 | SQYD | 26.00 | 26.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0065 | TEMP DITCH | 02159 | LF | 142.00 | 142.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0070 | CLEAN TEMP DITCH | 02160 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0075 | ROADWAY EXCAVATION | 02200 | CUYD | 3,480.00 | 3,480.000 | 2,480.000 | 2,480.000 | 14.00 | 34,720.00 | |||
| 0080 | DITCHING | 02237 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0085 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0090 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0095 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0100 | CHANNEL LINING CLASS III | 02484 | TON | 276.00 | 276.000 | 504.760 | 504.760 | 33.00 | 16,657.08 | |||
| 0105 | CLEARING AND GRUBBING 0.45 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,235.00 | 11,235.00 | |||
| 0110 | TEMPORARY SIGNS | 02562 | SQFT | 157.50 | 157.500 | 180.500 | 180.500 | 12.00 | 2,166.00 | |||
| 0115 | EDGE KEY | 02585 | LF | 61.10 | 61.100 | 0.000 | 0.000 | 64.60 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 3,000.00 | 2,250.00 | |||
| 0125 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 142.00 | 142.000 | 200.000 | 200.000 | 2.00 | 400.00 | |||
| 0135 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0145 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0160 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0165 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 18,825.00 | 4,706.25 | 14,118.75 | |
| 0170 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 338.00 | 338.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0180 | TEMP MULCH | 05952 | SQYD | 4,069.00 | 4,069.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0185 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,052.00 | 3,052.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0190 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0195 | 20-10-10 FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0200 | SEEDING AND PROTECTION | 05985 | SQYD | 3,313.00 | 3,313.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0205 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.30 | 2.300 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0210 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 600.00 | 600.000 | 512.000 | 512.000 | 2.50 | 1,280.00 | |||
| 0215 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 556.00 | 556.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0220 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 23.00 | 23.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0225 | JOINT ADHESIVE | 20071EC | LF | 368.00 | 368.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0230 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 162.00 | 162.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| Project | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | Category | 0003 DRAINAGE | |||||||
| 0235 | CULVERT PIPE-18 IN | 00462 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0240 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 49.00 | 49.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0245 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0250 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0255 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 261.00 | 261.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0260 | CONCRETE-CLASS A | 08100 | CUYD | 3.47 | 3.470 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0265 | STEEL REINFORCEMENT | 08150 | LB | 296.00 | 296.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0270 | STRUCTURAL STEEL (APPROXIMATELY 596 LBS.) | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| 8000 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 38.50 | 0.00 | |||
| Project | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | Category | 0004 BRIDGE | |||||||
| 0275 | MASONRY COATING | 02998 | SQYD | 164.00 | 164.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0280 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 71.00 | 71.000 | 71.000 | 71.000 | 85.00 | 6,035.00 | |||
| 0285 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 940.00 | 940.000 | 865.400 | 865.400 | 15.00 | 12,981.00 | |||
| 0290 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 303.00 | 303.000 | 78.000 | 181.300 | 259.300 | 75.00 | 5,850.00 | 19,447.50 | |
| 0295 | CONCRETE-CLASS A | 08100 | CUYD | 356.80 | 356.800 | 39.400 | 274.480 | 313.880 | 500.00 | 19,700.00 | 156,940.00 | |
| 0300 | CONCRETE-CLASS AA | 08104 | CUYD | 92.10 | 92.100 | 7.500 | 86.620 | 94.120 | 1,040.00 | 7,800.00 | 97,884.80 | |
| 0305 | STEEL REINFORCEMENT | 08150 | LB | 30,899.00 | 30,899.000 | 3,382.000 | 25,699.000 | 29,081.000 | 1.00 | 3,382.00 | 29,081.00 | |
| 0310 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 21,648.00 | 21,648.000 | 20,360.000 | 20,360.000 | 1.05 | 21,378.00 | |||
| 0315 | DECK DRAIN | 23813EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| Project | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | Category | 0005 SIGNING | |||||||
| 0320 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 12.00 | 12.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0325 | STEEL POST TYPE 2 | 06411 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0330 | BARCODE SIGN INVENTORY | 24631EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | Category | 0006 WATERLINE | |||||||
| 0335 | W CAP EXISTING MAIN | 14003 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0340 | W DIRECTIONAL BORE | 14004 | LF | 150.00 | 150.000 | 160.000 | 160.000 | 110.00 | 17,600.00 | |||
| 0345 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 60.00 | 60.000 | 80.000 | 80.000 | 114.00 | 9,120.00 | |||
| 0350 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 80.00 | 1,600.00 | |||
| 0355 | W FIRE HYDRANT REMOVE | 14021 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0360 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0365 | W METER 3/4 INCH | 14028 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0370 | W PIPE PVC 02 INCH | 14056 | LF | 115.00 | 115.000 | 80.000 | 80.000 | 12.00 | 960.00 | |||
| 0375 | W PIPE PVC 06 INCH | 14059 | LF | 230.00 | 230.000 | 337.000 | 337.000 | 30.00 | 10,110.00 | |||
| 0380 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0385 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0390 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0395 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0400 | W TIE-IN 02 INCH | 14091 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0405 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0410 | W VALVE 02 INCH | 14102 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0415 | W VALVE 03 INCH | 14103 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 0420 | W VALVE 06 INCH | 14105 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 910.00 | 3,640.00 | |||
| 0425 | W LEAK DETECTION METER | 14153 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| Project | DE09711461718 | Fed/State Project Number | STP BRO 5375 (045) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0430 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,806.63 | 0.00 | |||
| SUBTOT | $41,438.25 |
$543,792.94 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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