|
Report_Id: 174216 Est NO 0005 |
Date:04/18/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 174216 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07320) Johnson, Robert A. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 02/22/2018 TO 03/21/2018 | ||||||
| Date Approved | 04/03/2018 | ||||||
| Primary Proj Number | 07076042117R1 | ||||||
| Project No. | HSIP 4212 (049) | ||||||
| Primary County | MADISON | ||||||
| Name of Road | BATTLEFIELD MEMORIAL HWY (US 421) | ||||||
| Description | BATTLEFIELD MEMORIAL HWY (US 421) | ||||||
| Date Let | 09/29/2017 | Formal Acceptance | |||||
| Date Awarded | 10/06/2017 | Date Work Began | 11/30/2017 | ||||
| Date Contract Executed | 11/09/2017 | Open To Traffic | |||||
| Date NTP Issued | 11/09/2017 | Actual Completion Date | |||||
| Current Contract Amount | $1,562,468.65 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,562,468.65 |
Total Earnings | $131,077.00 |
$95,172.00 |
$35,905.00 |
|
| Percent Complete | 8.39 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,431,391.65 |
Gross Earnings | $131,077.00 |
$95,172.00 |
$35,905.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $131,077.00 |
$95,172.00 |
$35,905.00 |
|||
| Contract Id | 174216 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0005 | Project Number | HSIP 4212 (049) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 02/22/2018 TO 03/21/2018 | |||||||
| 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 | 174216 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 07076042117R1 | ||||||
| Estimate Nbr | 0005 | Period | 02/22/2018 TO 03/21/2018 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | 07076042117R1 | Fed/State Project Number | HSIP 4212 (049) | 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 | 07076042117R1 | Fed/State Project Number | HSIP 4212 (049) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 301.00 | 301.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 468.00 | 468.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 75.00 | 75.000 | 0.000 | 0.000 | 127.50 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 8.90 | 8.900 | 0.000 | 0.000 | 865.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 277.00 | 277.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,876.00 | 1,876.000 | 0.000 | 0.000 | 74.50 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 997.00 | 997.000 | 0.000 | 0.000 | 85.50 | 0.00 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT (MADISON CO. US 421) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 646.00 | 646.000 | 0.000 | 0.000 | 39.75 | 0.00 | |||
| 0055 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 243.00 | 243.000 | 0.000 | 0.000 | 26.80 | 0.00 | |||
| Project | 07076042117R1 | Fed/State Project Number | HSIP 4212 (049) | Category | 0002 ROADWAY | |||||||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 26.00 | 26.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0065 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 39.00 | 39.000 | 0.000 | 0.000 | 78.50 | 0.00 | |||
| 0070 | ROADWAY EXCAVATION | 02200 | CUYD | 118.00 | 118.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0075 | REMOVE TREES OR STUMPS (<3 INCH DIAMETER) | 02460 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0080 | REMOVE TREES OR STUMPS (>36 INCH DIAMETER) | 02460 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0085 | REMOVE TREES OR STUMPS (18-36 INCH DIAMETER) | 02460 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0090 | REMOVE TREES OR STUMPS (3-18 INCH DIAMETER) | 02460 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0095 | CHANNEL LINING CLASS II | 02483 | TON | 626.00 | 626.000 | 0.000 | 0.000 | 39.75 | 0.00 | |||
| 0100 | DITCHING AND SHOULDERING | 02575 | LF | 7,394.00 | 7,394.000 | 0.000 | 0.000 | 8.30 | 0.00 | |||
| 0105 | RETAINING WALL-GABION | 02610 | CUYD | 40.00 | 40.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC (MADISON CO. US 421) | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 145,000.00 | 36,250.00 | |||
| 0115 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0120 | EDGELINE RUMBLE STRIPS | 02697 | LF | 11,700.00 | 11,700.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
| 0125 | STAKING (MADISON CO. US 421) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,500.00 | 0.00 | |||
| 0130 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 5,940.00 | 5,940.000 | 5,590.000 | 5,590.000 | 7.50 | 41,925.00 | |||
| 0135 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 23,500.00 | 0.00 | |||
| 0140 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.31 | 0.00 | |||
| 0145 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 22,085.00 | 22,085.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0150 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 20,271.00 | 20,271.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0155 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 0160 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 952.00 | 952.000 | 0.000 | 0.000 | 4.20 | 0.00 | |||
| 0165 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 89.25 | 0.00 | |||
| 0170 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0175 | FUEL ADJUSTMENT | 10020NS | DOLL | 4,903.00 | 4,903.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,315.00 | 12,315.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0185 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 801.00 | 801.000 | 0.000 | 0.000 | 8.75 | 0.00 | |||
| 0190 | EROSION CONTROL (MADISON CO. US 421) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0195 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 48.00 | 48.000 | 0.000 | 0.000 | 4.20 | 0.00 | |||
| Project | 07076042117R1 | Fed/State Project Number | HSIP 4212 (049) | Category | 0003 DRAINAGE | |||||||
| 0200 | ENTRANCE PIPE-15 IN | 00440 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0205 | ENTRANCE PIPE-18 IN | 00441 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0210 | CULVERT PIPE-18 IN | 00462 | LF | 354.00 | 354.000 | 48.000 | 57.000 | 105.000 | 120.00 | 5,760.00 | 12,600.00 | |
| 0215 | CULVERT PIPE-24 IN | 00464 | LF | 140.00 | 140.000 | 9.000 | 0.000 | 9.000 | 155.00 | 1,395.00 | 1,395.00 | |
| 0220 | CULVERT PIPE-36 IN | 00468 | LF | 12.00 | 12.000 | 8.000 | 8.000 | 270.00 | 2,160.00 | |||
| 0225 | CULVERT PIPE-48 IN | 00470 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0230 | REMOVE PIPE | 01310 | LF | 563.00 | 563.000 | 4.000 | 4.000 | 18.00 | 72.00 | |||
| 0235 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 0240 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0245 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 7.00 | 7.000 | 3.000 | 0.000 | 3.000 | 2,800.00 | 8,400.00 | 8,400.00 | |
| 0250 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 | |
| 0255 | REMOVE HEADWALL | 02625 | EACH | 45.00 | 45.000 | 8.000 | 3.000 | 11.000 | 450.00 | 3,600.00 | 4,950.00 | |
| 0260 | FOUNDATION PREPARATION (STA. 218+91) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
| 0265 | FOUNDATION PREPARATION (STA. 227+04) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
| 0270 | FOUNDATION PREPARATION (STA. 349+83) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,950.00 | 0.00 | |||
| 0275 | FOUNDATION PREPARATION (STA. 443+14) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,350.00 | 0.00 | |||
| 0280 | FOUNDATION PREPARATION (STA. 458+13) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,950.00 | 0.00 | |||
| 0285 | FOUNDATION PREPARATION (STA. 468+30) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,050.00 | 0.00 | |||
| 0290 | CONCRETE-CLASS A | 08100 | CUYD | 209.48 | 209.480 | 0.000 | 0.000 | 1,195.00 | 0.00 | |||
| 0295 | STEEL REINFORCEMENT | 08150 | LB | 28,042.00 | 28,042.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0300 | HEADWALL (SLOPED & MITERED CONCRETE FOR 18 INCH | 24575ES610 | EACH | 26.00 | 26.000 | 5.000 | 1.000 | 6.000 | 1,875.00 | 9,375.00 | 11,250.00 | |
| 0305 | HEADWALL (SLOPED & MITERED CONCRETE FOR 24 INCH | 24575ES610 | EACH | 10.00 | 10.000 | 1.000 | 0.000 | 1.000 | 2,375.00 | 2,375.00 | 2,375.00 | |
| 0310 | HEADWALL (SLOPED & MITERED CONCRETE FOR 36 INCH | 24575ES610 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0315 | HEADWALL (SLOPED & MITERED CONCRETE FOR 42 INCH | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,775.00 | 0.00 | |||
| Project | 07076042117R1 | Fed/State Project Number | HSIP 4212 (049) | Category | 0004 SIGNING | |||||||
| 0320 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 55.75 | 55.750 | 0.000 | 0.000 | 25.20 | 0.00 | |||
| 0325 | STEEL POST TYPE 1 | 06410 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 13.65 | 0.00 | |||
| 0330 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0335 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0340 | BARCODE SIGN INVENTORY | 24631EC | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| Project | 07076042117R1 | Fed/State Project Number | HSIP 4212 (049) | Category | 0005 GUARDRAIL | |||||||
| 0345 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 112.00 | 112.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 36.75 | 0.00 | |||
| 0355 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,520.00 | 0.00 | |||
| 0360 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,205.00 | 0.00 | |||
| 0365 | REMOVE GUARDRAIL | 02381 | LF | 6,908.00 | 6,908.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 0370 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 6,325.00 | 6,325.000 | 0.000 | 0.000 | 17.06 | 0.00 | |||
| Project | 07076042117R1 | Fed/State Project Number | HSIP 4212 (049) | Category | 0006 DEMOBILIZATION | |||||||
| 0375 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,840.00 | 0.00 | |||
| SUBTOT | $35,905.00 |
$131,077.00 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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