Report_Id: 191246 Est NO 0004 |
Date:05/22/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 191246 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
District Office | FLEMINGSBURG (09320) Gillum, Brian S. | ||||||
Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code KY0036479 | |||||
PO BOX 337 | |||||||
WEST LIBERTY , KY , 41472 | |||||||
Pay Period | 04/21/2020 TO 05/04/2020 | ||||||
Date Approved | 05/08/2020 | ||||||
Primary Proj Number | DE06810681946 | ||||||
Project No. | STP BRZ 0903210 | ||||||
Primary County | LEWIS | ||||||
Name of Road | LAUREL ROAD (KY 1068) | ||||||
Description | ADDRESS DEFICIENCIES OF BRIDGE OVER LAUREL FORK ON KY 1068 3 0 FEET SOUTH OF DEEP HOLE BRANCH ROAD (CR 1125) | ||||||
Date Let | 10/25/2019 | Formal Acceptance | |||||
Date Awarded | 11/01/2019 | Date Work Began | 03/04/2020 | ||||
Date Contract Executed | 11/20/2019 | Open To Traffic | |||||
Date NTP Issued | 11/20/2019 | Actual Completion Date | |||||
Current Contract Amount | $1,144,438.38 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $1,144,438.38 |
Total Earnings | $453,155.56 |
$375,685.56 |
$77,470.00 |
|
Percent Complete | 39.60 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $691,282.82 |
Gross Earnings | $453,155.56 |
$375,685.56 |
$77,470.00 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $453,155.56 |
$375,685.56 |
$77,470.00 |
|||
Contract Id | 191246 | Change Order Summary |
County | LEWIS | ||||||
Estimate Nbr | 0004 | Project Number | STP BRZ 0903210 | |||||||
Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 04/21/2020 TO 05/04/2020 | |||||||
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 | 191246 | COMMONWEALTH OF KENTUCKY |
County | LEWIS | ||||||
Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | DE06810681946 | ||||||
Estimate Nbr | 0004 | Period | 04/21/2020 TO 05/04/2020 | |||||||
Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
Project | DE06810681946 | Fed/State Project Number | STP BRZ 0903210 | 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 | DE06810681946 | Fed/State Project Number | STP BRZ 0903210 | Category | 0001 PAVING | |||||||
0005 | CRUSHED STONE BASE | 00003 | TON | 800.00 | 800.000 | 660.360 | 660.360 | 37.00 | 24,433.32 | |||
0010 | TRAFFIC BOUND BASE | 00020 | TON | 49.00 | 49.000 | 26.040 | 26.040 | 30.00 | 781.20 | |||
0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
0020 | ASPHALT SEAL COAT | 00103 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 174.00 | 174.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 750.00 | 0.00 | |||
0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
Project | DE06810681946 | Fed/State Project Number | STP BRZ 0903210 | Category | 0002 ROADWAY | |||||||
0050 | REMOVE PIPE | 01310 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0055 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
0060 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
0065 | TEMP DITCH | 02159 | LF | 423.00 | 423.000 | 225.000 | 225.000 | 1.00 | 225.00 | |||
0070 | CLEAN TEMP DITCH | 02160 | LF | 211.00 | 211.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
0075 | EMBANKMENT IN PLACE | 02230 | CUYD | 761.00 | 761.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0080 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 141.00 | 141.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
0095 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
0100 | TEMP GUARDRAIL | 02397 | LF | 725.00 | 725.000 | 547.500 | 547.500 | 10.00 | 5,475.00 | |||
0105 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0110 | WITNESS R/W MONUMENT TYPE 2 | 02431 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0115 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0120 | CHANNEL LINING CLASS II | 02483 | TON | 85.00 | 85.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
0125 | CLEARING AND GRUBBING (APPROXIMATELY 0.9 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 70,878.00 | 53,158.50 | |||
0130 | TEMPORARY SIGNS | 02562 | SQFT | 310.00 | 310.000 | 264.000 | 264.000 | 16.00 | 4,224.00 | |||
0135 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0140 | EDGE KEY | 02585 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
0145 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 370.00 | 370.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0150 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 94.00 | 94.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0155 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 30,000.00 | 12,000.00 | |||
0160 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 235,000.00 | 176,250.00 | |||
0165 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
0170 | TEMP SILT FENCE | 02701 | LF | 460.00 | 460.000 | 385.000 | 385.000 | 2.00 | 770.00 | |||
0175 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
0180 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.400 | 0.500 | 6,000.00 | 600.00 | 3,000.00 | |
0200 | REMOVE STRUCTURE (EXISTING SINGLE-SPAN (61.5') STEEL STRI | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
0205 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,689.00 | 1,689.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0210 | TEMP MULCH | 05952 | SQYD | 3,170.00 | 3,170.000 | 2,174.000 | 2,174.000 | 0.10 | 217.40 | |||
0215 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,540.00 | 2,540.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
0220 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 650.00 | 0.00 | |||
0225 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 650.00 | 0.00 | |||
0230 | SEEDING AND PROTECTION | 05985 | SQYD | 2,076.00 | 2,076.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
0235 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.40 | 2.400 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0240 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,777.00 | 1,777.000 | 1,174.000 | 1,174.000 | 0.75 | 880.50 | |||
0245 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 837.00 | 837.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0250 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 134.00 | 134.000 | 60.000 | 60.000 | 1.90 | 114.00 | |||
0255 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,176.00 | 2,176.000 | 150.000 | 0.000 | 150.000 | 1.90 | 285.00 | 285.00 | |
0260 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
0265 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 162.00 | 162.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
0270 | JOINT ADHESIVE | 20071EC | LF | 275.00 | 275.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0275 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 103.00 | 103.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
0280 | R/W MONUMENT TYPE 3 | 24540 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
8001 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
Project | DE06810681946 | Fed/State Project Number | STP BRZ 0903210 | Category | 0003 DRAINAGE | |||||||
0285 | ENTRANCE PIPE-24 IN | 00443 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
Project | DE06810681946 | Fed/State Project Number | STP BRZ 0903210 | Category | 0004 BRIDGE - LAUREL FORK - STA.105+52.10 - DWG. 27813 | |||||||
0290 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0295 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 644.00 | 644.000 | 65.000 | 257.000 | 322.000 | 20.00 | 1,300.00 | 6,440.00 | |
0300 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 152.00 | 152.000 | 46.000 | 30.000 | 76.000 | 60.00 | 2,760.00 | 4,560.00 | |
0305 | CONCRETE-CLASS A | 08100 | CUYD | 351.70 | 351.700 | 100.000 | 0.000 | 100.000 | 594.00 | 59,400.00 | 59,400.00 | |
0310 | CONCRETE-CLASS AA | 08104 | CUYD | 59.80 | 59.800 | 0.000 | 0.000 | 2,567.00 | 0.00 | |||
0315 | STEEL REINFORCEMENT | 08150 | LB | 36,917.00 | 36,917.000 | 10,500.000 | 0.000 | 10,500.000 | 1.25 | 13,125.00 | 13,125.00 | |
0320 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 11,905.00 | 11,905.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0330 | PRECAST PC BOX BEAM SB33 | 08671 | LF | 219.00 | 219.000 | 94.280 | 94.280 | 338.00 | 31,866.64 | |||
0335 | CONCRETE SEALING | 23378EC | SQFT | 5,561.00 | 5,561.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
0340 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 132.00 | 132.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
Project | DE06810681946 | Fed/State Project Number | STP BRZ 0903210 | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0345 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,912.88 | 0.00 | |||
SUBTOT | $77,470.00 |
$453,155.56 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |