|
Report_Id: 234413 Est NO 0003 |
Date:11/13/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234413 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Lester, Nick D | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 0 VC Code KY0028959 | |||||
| 3009 ATKINSON AVENUE, SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 10/07/2023 TO 10/20/2023 | ||||||
| Date Approved | 10/29/2023 | ||||||
| Primary Proj Number | 07011150B2301 | ||||||
| Project No. | HSIP 1501(129), FD05 011 150B 000-002 | ||||||
| Primary County | BOYLE | ||||||
| Name of Road | S. DANVILLE BYPASS (US 150B) | ||||||
| Description | CONSTRUCTION OF AN RCUT AT THE INTERSECTION OF US 150B AND U S 150 | ||||||
| Date Let | 06/22/2023 | Formal Acceptance | |||||
| Date Awarded | 06/30/2023 | Date Work Began | |||||
| Date Contract Executed | 07/20/2023 | Open To Traffic | |||||
| Date NTP Issued | 07/20/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,620,129.55 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,620,129.55 |
Total Earnings | $694,091.96 |
$356,539.20 |
$337,552.76 |
|
| Percent Complete | 26.49 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,926,037.59 |
Gross Earnings | $694,091.96 |
$356,539.20 |
$337,552.76 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $694,091.96 |
$356,539.20 |
$337,552.76 |
|||
| Contract Id | 234413 | Change Order Summary |
County | BOYLE | ||||||
| Estimate Nbr | 0003 | Project Number | HSIP 1501(129), FD05 011 150B 000-002 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 10/07/2023 TO 10/20/2023 | |||||||
| 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 | 234413 | COMMONWEALTH OF KENTUCKY |
County | BOYLE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | 07011150B2301 | ||||||
| Estimate Nbr | 0003 | Period | 10/07/2023 TO 10/20/2023 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | 07011150B2301 | Fed/State Project Number | HSIP 1501(129) | Category | 0001 PAVING | |||||||
| 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 | |
| 0115 | DGA BASE | 00001 | TON | 6,386.00 | 6,386.000 | 3,862.870 | 1,884.210 | 5,747.080 | 31.45 | 121,487.26 | 180,745.66 | |
| 0120 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0125 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0130 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,911.00 | 1,911.000 | 672.310 | 672.310 | 103.85 | 69,819.39 | |||
| 0135 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 715.00 | 0.00 | |||
| 0140 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,285.00 | 1,285.000 | 0.000 | 0.000 | 117.75 | 0.00 | |||
| 0145 | MOBILIZATION FOR MILL & TEXT (BOYLE US 150B HSIP) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0150 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 947.00 | 947.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| Project | 07011150B2301 | Fed/State Project Number | HSIP 1501(129) | Category | 0002 ROADWAY | |||||||
| 0155 | ISLAND CURB AND GUTTER | 01825 | LF | 4,720.00 | 4,720.000 | 3,625.000 | 0.000 | 3,625.000 | 25.70 | 93,162.50 | 93,162.50 | |
| 0160 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
| 0165 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 14.000 | 14.000 | 225.00 | 3,150.00 | |||
| 0170 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,500.00 | 2,500.000 | 2,500.000 | 2,500.000 | 44.75 | 111,875.00 | |||
| 0175 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 44.63 | 0.00 | |||
| 0180 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0185 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 0190 | CLEARING AND GRUBBING (1.8 AC) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0195 | TEMPORARY SIGNS | 02562 | SQFT | 150.00 | 150.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC (BOYLE US 150B HSIP) | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 115,000.00 | 57,500.00 | 57,500.00 | |
| 0205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 1.000 | 2.000 | 3.000 | 3,750.00 | 3,750.00 | 11,250.00 | |
| 0210 | SAFELOADING | 02690 | CUYD | 4.50 | 4.500 | 4.500 | 0.000 | 4.500 | 450.00 | 2,025.00 | 2,025.00 | |
| 0215 | SHOULDER RUMBLE STRIPS | 02696 | LF | 3,910.00 | 3,910.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0220 | TEMP SILT FENCE | 02701 | LF | 1,216.00 | 1,216.000 | 190.000 | 0.000 | 190.000 | 3.20 | 608.00 | 608.00 | |
| 0225 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0230 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 2.000 | 0.000 | 2.000 | 185.00 | 370.00 | 370.00 | |
| 0235 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 1.000 | 0.000 | 1.000 | 350.00 | 350.00 | 350.00 | |
| 0240 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0245 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0255 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 587.00 | 587.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0260 | STAKING (BOYLE US 150B HSIP) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,750.00 | 0.00 | |||
| 0265 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 3.000 | 0.000 | 3.000 | 1,000.00 | 3,000.00 | 3,000.00 | |
| 0270 | EROSION CONTROL BLANKET | 05950 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 13.13 | 0.00 | |||
| 0275 | TEMP MULCH | 05952 | SQYD | 13,584.00 | 13,584.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0280 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 10,188.00 | 10,188.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0285 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 0290 | MAINTENANCE FERTILIZER | 05964 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 0295 | SEEDING AND PROTECTION | 05985 | SQYD | 8,990.00 | 8,990.000 | 0.000 | 0.000 | 0.89 | 0.00 | |||
| 0300 | SODDING | 05990 | SQYD | 5,738.00 | 5,738.000 | 0.000 | 0.000 | 8.40 | 0.00 | |||
| 0305 | AGRICULTURAL LIMESTONE | 05992 | TON | 12.70 | 12.700 | 0.000 | 0.000 | 131.25 | 0.00 | |||
| 0310 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 9,750.00 | 9,750.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0315 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 7,351.00 | 7,351.000 | 0.000 | 0.000 | 1.16 | 0.00 | |||
| 0320 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,481.00 | 4,481.000 | 0.000 | 0.000 | 1.16 | 0.00 | |||
| 0325 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 231.00 | 231.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0330 | PAVE STRIPING-THERMO-8 IN Y | 06545 | LF | 821.00 | 821.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0335 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 668.00 | 668.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 0345 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0350 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 288.75 | 0.00 | |||
| 0355 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,272.00 | 7,272.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | JOINT ADHESIVE | 20071EC | LF | 4,800.00 | 4,800.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0365 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,857.00 | 2,857.000 | 965.000 | 965.000 | 5.50 | 5,307.50 | |||
| 0370 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0375 | LONGITUDINAL SAW CUT | 24969ED | LF | 5,729.00 | 5,729.000 | 4,750.000 | 4,750.000 | 2.30 | 10,925.00 | |||
| Project | 07011150B2301 | Fed/State Project Number | HSIP 1501(129) | Category | 0003 DRAINAGE | |||||||
| 0380 | STORM SEWER PIPE-15 IN | 00521 | LF | 701.00 | 701.000 | 699.000 | 699.000 | 80.00 | 55,920.00 | |||
| 0385 | STORM SEWER PIPE-18 IN | 00522 | LF | 71.00 | 71.000 | 71.000 | 71.000 | 200.00 | 14,200.00 | |||
| 0390 | STORM SEWER PIPE-24 IN | 00524 | LF | 12.00 | 12.000 | 12.000 | 12.000 | 300.00 | 3,600.00 | |||
| 0395 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 0400 | CURB BOX INLET TYPE A | 01456 | EACH | 7.00 | 7.000 | 7.000 | 0.000 | 7.000 | 7,400.00 | 51,800.00 | 51,800.00 | |
| 0405 | CURB BOX INLET TYPE A T | 01458 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,750.00 | 0.00 | |||
| 0410 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 | |
| 0415 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 1,500.00 | 1,500.00 | 1,500.00 | |
| 0420 | PIPELINE INSPECTION | 24814EC | LF | 784.00 | 784.000 | 0.000 | 0.000 | 2.69 | 0.00 | |||
| Project | 07011150B2301 | Fed/State Project Number | HSIP 1501(129) | Category | 0004 SIGNING | |||||||
| 0425 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 446.88 | 446.880 | 0.000 | 0.000 | 33.76 | 0.00 | |||
| 0430 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 48.75 | 48.750 | 0.000 | 0.000 | 33.76 | 0.00 | |||
| 0435 | STEEL POST TYPE 1 | 06410 | LF | 473.00 | 473.000 | 0.000 | 0.000 | 31.35 | 0.00 | |||
| 0440 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 602.91 | 0.00 | |||
| 0445 | GMSS TYPE D | 21596ND | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 994.80 | 0.00 | |||
| 0450 | BARCODE SIGN INVENTORY | 24631EC | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 18.09 | 0.00 | |||
| Project | 07011150B2301 | Fed/State Project Number | HSIP 1501(129) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0455 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,995.00 | 0.00 | |||
| SUBTOT | $337,552.76 |
$693,858.05 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP011150B2301 | Fed/State Project Number | FD05 011 150B 000-002 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 31.45 | 0.00 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 310.00 | 310.000 | 0.000 | 0.000 | 113.95 | 0.00 | |||
| 0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,620.00 | 1,620.000 | 0.000 | 0.000 | 113.95 | 0.00 | |||
| 0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 49.00 | 49.000 | 0.000 | 0.000 | 715.00 | 0.00 | |||
| 0025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 5,800.00 | 5,800.000 | 0.000 | 0.000 | 117.75 | 0.00 | |||
| 0030 | TEMPORARY SIGNS | 02562 | SQFT | 270.00 | 270.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0035 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,800.00 | 0.00 | |||
| 0040 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 85.00 | 85.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0055 | SHOULDER RUMBLE STRIPS | 02696 | LF | 31,870.00 | 31,870.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0060 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 25,000.00 | 25,000.000 | 1,017.000 | 1,017.000 | 0.23 | 233.91 | |||
| 0065 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 33,000.00 | 33,000.000 | 0.000 | 0.000 | 1.16 | 0.00 | |||
| 0070 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 22,000.00 | 22,000.000 | 0.000 | 0.000 | 1.16 | 0.00 | |||
| 0075 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 630.00 | 630.000 | 0.000 | 0.000 | 2.42 | 0.00 | |||
| 0080 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 476.00 | 476.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0085 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 454.00 | 454.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0090 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 99.00 | 99.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0095 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 420.00 | 420.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0100 | FUEL ADJUSTMENT | 10020NS | DOLL | 12,032.00 | 12,032.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0105 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 30,221.00 | 30,221.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | MP011150B2301 | Fed/State Project Number | FD05 011 150B 000-002 | Category | 0002 DEMOBILIZATION | |||||||
| 0110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,995.00 | 0.00 | |||
| SUBTOT | $0.00 |
$694,091.96 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||