|
Report_Id: 181216 Est NO 0007 |
Date:05/13/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181216 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Boyle, Jeremy R. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 03/21/2019 TO 05/01/2019 | ||||||
| Date Approved | 05/10/2019 | ||||||
| Primary Proj Number | DE04005631816 | ||||||
| Project No. | STP BRZ 0703 (345) | ||||||
| Primary County | GARRARD | ||||||
| Name of Road | PERRY ROGERS ROAD (KY 563) | ||||||
| Description | REPLACE BRIDGE ON KY 563 OVER SUGAR CREEK, EAST AT JCT OF KY 39 | ||||||
| Date Let | 08/24/2018 | Formal Acceptance | |||||
| Date Awarded | 08/31/2018 | Date Work Began | 11/12/2018 | ||||
| Date Contract Executed | 09/24/2018 | Open To Traffic | |||||
| Date NTP Issued | 09/24/2018 | Actual Completion Date | |||||
| Current Contract Amount | $550,078.13 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $550,078.13 |
Total Earnings | $462,511.88 |
$442,827.75 |
$19,684.13 |
|
| Percent Complete | 84.08 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $87,566.25 |
Gross Earnings | $462,511.88 |
$442,827.75 |
$19,684.13 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $462,511.88 |
$442,827.75 |
$19,684.13 |
|||
| Contract Id | 181216 | Change Order Summary |
County | GARRARD | ||||||
| Estimate Nbr | 0007 | Project Number | STP BRZ 0703 (345) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 03/21/2019 TO 05/01/2019 | |||||||
| 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 | 181216 | COMMONWEALTH OF KENTUCKY |
County | GARRARD | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04005631816 | ||||||
| Estimate Nbr | 0007 | Period | 03/21/2019 TO 05/01/2019 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE04005631816 | Fed/State Project Number | STP BRZ 0703 (345) | 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 | DE04005631816 | Fed/State Project Number | STP BRZ 0703 (345) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 247.00 | 247.000 | 23.790 | 50.160 | 73.950 | 37.50 | 892.12 | 2,773.12 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.64 | 1.640 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 197.00 | 197.000 | 0.000 | 0.000 | 96.20 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 166.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.85 | 0.850 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| Project | DE04005631816 | Fed/State Project Number | STP BRZ 0703 (345) | Category | 0002 ROADWAY | |||||||
| 0035 | BARRICADE-TYPE III | 02014 | EACH | 7.00 | 7.000 | 2.000 | 3.000 | 5.000 | 75.00 | 150.00 | 375.00 | |
| 0040 | TEMP DITCH | 02159 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0045 | CLEAN TEMP DITCH | 02160 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0050 | EMBANKMENT IN PLACE | 02230 | CUYD | 439.00 | 439.000 | 439.000 | 0.000 | 439.000 | 25.00 | 10,975.00 | 10,975.00 | |
| 0055 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0060 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 87.50 | 87.500 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0075 | REMOVE GUARDRAIL | 02381 | LF | 265.00 | 265.000 | 50.000 | 50.000 | 2.00 | 100.00 | |||
| 0080 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0085 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0090 | CLEARING AND GRUBBING (APPROXIMATELY 0.50 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 30,450.00 | 27,405.00 | |||
| 0095 | TEMPORARY SIGNS | 02562 | SQFT | 383.00 | 383.000 | 395.000 | 395.000 | 15.00 | 5,925.00 | |||
| 0100 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 93.00 | 93.000 | 93.000 | 0.000 | 93.000 | 2.00 | 186.00 | 186.00 | |
| 0105 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 3,500.00 | 2,100.00 | |||
| 0110 | TEMP SILT FENCE | 02701 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0115 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0120 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 6,000.00 | 3,600.00 | |||
| 0130 | REMOVE STRUCTURE (EXISTING 66 LF 3-SPAN BRIDGE) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,000.00 | 36,000.00 | |||
| 0135 | TEMP MULCH | 05952 | SQYD | 785.00 | 785.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0140 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,210.00 | 1,210.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0145 | INITIAL FERTILIZER | 05963 | TON | 0.04 | 0.040 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0150 | 20-10-10 FERTILIZER | 05964 | TON | 0.06 | 0.060 | 0.060 | 0.060 | 1,000.00 | 60.00 | |||
| 0155 | SEEDING AND PROTECTION | 05985 | SQYD | 1,178.00 | 1,178.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0160 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 200.00 | 200.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0165 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.56 | 1.560 | 1.560 | 1.560 | 80.00 | 124.80 | |||
| 0170 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 20.25 | 20.250 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0175 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 16.00 | 16.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0180 | STEEL POST TYPE 1 | 06410 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0185 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 368.00 | 368.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0190 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0195 | BARCODE SIGN INVENTORY | 24631EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0200 | REMOVE STONE MASONRY WALL | 24956ED | LF | 20.00 | 20.000 | 20.000 | 20.000 | 50.00 | 1,000.00 | |||
| 0205 | RECONSTRUCT STONE MASONRY WALL | 24978ED | LF | 10.00 | 10.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
| 9003 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 9004 | MOBILIZATION | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | DE04005631816 | Fed/State Project Number | STP BRZ 0703 (345) | Category | 0003 DRAINAGE | |||||||
| 0210 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 30.00 | 30.000 | 30.000 | 0.000 | 30.000 | 75.00 | 2,250.00 | 2,250.00 | |
| 0215 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 1,775.00 | 1,775.00 | 1,775.00 | |
| Project | DE04005631816 | Fed/State Project Number | STP BRZ 0703 (345) | Category | 0004 BRIDGE - SUGAR CREEK - DWG. 27587 | |||||||
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0225 | MASONRY COATING | 02998 | SQYD | 216.00 | 216.000 | 216.000 | 0.000 | 216.000 | 16.00 | 3,456.00 | 3,456.00 | |
| 0230 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 90.00 | 4,320.00 | |||
| 0235 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 277.00 | 277.000 | 277.000 | 277.000 | 15.00 | 4,155.00 | |||
| 0240 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 218.00 | 218.000 | 218.000 | 218.000 | 40.00 | 8,720.00 | |||
| 0245 | CONCRETE-CLASS A | 08100 | CUYD | 268.90 | 268.900 | 268.900 | 268.900 | 515.00 | 138,483.50 | |||
| 0250 | CONCRETE-CLASS AA | 08104 | CUYD | 27.70 | 27.700 | 27.700 | 27.700 | 1,200.00 | 33,240.00 | |||
| 0255 | STEEL REINFORCEMENT | 08150 | LB | 28,608.00 | 28,608.000 | 30,277.000 | 30,277.000 | 1.10 | 33,304.70 | |||
| 0260 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 3,435.00 | 3,435.000 | 3,435.000 | 3,435.000 | 1.25 | 4,293.75 | |||
| 0265 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 405.00 | 405.000 | 405.000 | 405.000 | 338.00 | 136,890.00 | |||
| 0270 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 9001 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 218.36 | 0.00 | |||
| 9002 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| Project | DE04005631816 | Fed/State Project Number | STP BRZ 0703 (345) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0275 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,130.00 | 0.00 | |||
| SUBTOT | $19,684.12 |
$462,511.87 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0265-1-0I |
BOX BEAM, CB | LF |
405.00 | 0002 | $175.040000 | $70,891.20 | ||||||
0265-1-0A |
BOX BEAM, CB | LF |
405.00 | 0004 | $175.040000 | $-70,891.20 | ||||||
| SUBTOT | $0.00 |
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