|
Report_Id: 211030 Est NO 0002 |
Date:10/07/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211030 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Murphy, Logan W. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 09/02/2021 TO 09/15/2021 | ||||||
| Date Approved | 09/24/2021 | ||||||
| Primary Proj Number | DE02590002130 | ||||||
| Project No. | NHPP 0061(081) | ||||||
| Primary County | CLARK | ||||||
| Name of Road | MOUNTAIN PARKWAY(PW-9000) | ||||||
| Description | ASPHALT PAVEMENT REHABILITATION ON MOUNTAIN PARKWAY FROM MP 5.341 TO MP 11.913 WESTBOUND AND MP 10.3 TO MP 11.913 EASTBO | ||||||
| Date Let | 07/23/2021 | Formal Acceptance | |||||
| Date Awarded | 08/03/2021 | Date Work Began | 08/26/2021 | ||||
| Date Contract Executed | 08/19/2021 | Open To Traffic | |||||
| Date NTP Issued | 08/19/2021 | Actual Completion Date | |||||
| Current Contract Amount | $4,229,565.21 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,229,565.21 |
Total Earnings | $487,875.59 |
$60,925.36 |
$426,950.23 |
|
| Percent Complete | 11.53 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,741,689.62 |
Gross Earnings | $487,875.59 |
$60,925.36 |
$426,950.23 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $487,875.59 |
$60,925.36 |
$426,950.23 |
|||
| Contract Id | 211030 | Change Order Summary |
County | CLARK | ||||||
| Estimate Nbr | 0002 | Project Number | NHPP 0061(081) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 09/02/2021 TO 09/15/2021 | |||||||
| 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 | 211030 | COMMONWEALTH OF KENTUCKY |
County | CLARK | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE02590002130 | ||||||
| Estimate Nbr | 0002 | Period | 09/02/2021 TO 09/15/2021 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE02590002130 | Fed/State Project Number | NHPP 0061(081) | 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 | DE02590002130 | Fed/State Project Number | NHPP 0061(081) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,678.00 | 2,678.000 | 0.000 | 0.000 | 34.90 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 587.50 | 587.500 | 0.000 | 0.000 | 83.10 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 70.60 | 70.600 | 0.000 | 0.000 | 865.52 | 0.00 | |||
| 0020 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 1,181.00 | 1,181.000 | 0.000 | 0.000 | 80.50 | 0.00 | |||
| 0025 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 3,511.00 | 3,511.000 | 501.360 | 0.000 | 501.360 | 94.25 | 47,253.18 | 47,253.18 | |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 130.75 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,550.00 | 3,550.000 | 0.000 | 0.000 | 80.50 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 13,078.00 | 13,078.000 | 0.000 | 0.000 | 108.30 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 156.40 | 156.400 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0050 | REMOVE PAVEMENT | 02091 | SQYD | 74.00 | 74.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0055 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 112.00 | 112.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 120.00 | 120.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0065 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 3,500.00 | 1,750.00 | 1,750.00 | |
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 21,314.00 | 21,314.000 | 4,037.670 | 2,617.780 | 6,655.450 | 15.75 | 63,593.30 | 104,823.33 | |
| 0075 | JOINT ADHESIVE | 20071EC | LF | 93,702.00 | 93,702.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0080 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 97,274.00 | 97,274.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0085 | PAVEMENT REPAIR | 20757ED | SQYD | 2,392.00 | 2,392.000 | 1,087.000 | 0.000 | 1,087.000 | 68.25 | 74,187.75 | 74,187.75 | |
| Project | DE02590002130 | Fed/State Project Number | NHPP 0061(081) | Category | 0002 ROADWAY | |||||||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 350.00 | 350.000 | 49.760 | 0.000 | 49.760 | 50.00 | 2,488.00 | 2,488.00 | |
| 0095 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0100 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 193.00 | 193.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0105 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0110 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0115 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0125 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 412.50 | 412.500 | 0.000 | 0.000 | 39.75 | 0.00 | |||
| 0130 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0135 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0145 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0150 | REMOVE GUARDRAIL | 02381 | LF | 13,750.70 | 13,750.700 | 1,247.400 | 1,247.400 | 1.80 | 2,245.32 | |||
| 0155 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 538.000 | 538.000 | 11.00 | 5,918.00 | |||
| 0165 | OBJECT MARKER TYPE 2 | 02565 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 165,000.00 | 41,250.00 | 41,250.00 | |
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,850.00 | 5,700.00 | |||
| 0180 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0185 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0190 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 562.00 | 562.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0195 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 66,874.00 | 66,874.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 61,933.00 | 61,933.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 48,258.00 | 48,258.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0210 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 4,667.00 | 4,667.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0215 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 5,000.00 | 5,000.000 | 240.000 | 240.000 | 2.80 | 672.00 | |||
| 0220 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0225 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,500.00 | 2,500.000 | 1,680.000 | 1,680.000 | 2.00 | 3,360.00 | |||
| 0230 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 712.00 | 712.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0235 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 570.00 | 570.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0245 | FUEL ADJUSTMENT | 10020NS | DOLL | 19,023.00 | 19,023.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 38,430.00 | 38,430.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0255 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0260 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 12,400.00 | 12,400.000 | 0.000 | 0.000 | 28.88 | 0.00 | |||
| 0265 | INLAID PAVEMENT MARKER | 24489EC | EACH | 784.00 | 784.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| Project | DE02590002130 | Fed/State Project Number | NHPP 0061(081) | Category | 0003 DRAINAGE | |||||||
| 0270 | CULVERT PIPE-66 IN | 00473 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0275 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0280 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,500.00 | 0.00 | |||
| 0285 | REMOVE PAVED DITCH | 02165 | SQYD | 81.00 | 81.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0290 | DITCHING | 02237 | LF | 3,850.00 | 3,850.000 | 132.000 | 0.000 | 132.000 | 4.00 | 528.00 | 528.00 | |
| 0295 | CHANNEL LINING CLASS II | 02483 | TON | 252.00 | 252.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0300 | CHANNEL LINING CLASS III | 02484 | TON | 55.00 | 55.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0305 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0310 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0315 | CLEAN ROADWAY DRAINS | 03260 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0320 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0325 | REPLACE GRATE | 20366NN | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0330 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0335 | CONCRETE REPAIR | 21648EN | SQYD | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0340 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0345 | CLEAN ROADWAY DRAINS | 24662EC | EACH | 30.00 | 30.000 | 6.000 | 0.000 | 6.000 | 150.00 | 900.00 | 900.00 | |
| Project | DE02590002130 | Fed/State Project Number | NHPP 0061(081) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0350 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 195,000.00 | 195,000.00 | 195,000.00 | |
| 0355 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| SUBTOT | $426,950.23 |
$487,875.58 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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