Report_Id: 234413 Est NO 0006 |
Date:12/11/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 234413 | Estimate Number | 0006 | 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 | 11/17/2023 TO 12/05/2023 | ||||||
Date Approved | 12/10/2023 | ||||||
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 | 09/14/2023 | ||||
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 | $2,457,050.00 |
$2,131,705.18 |
$325,344.82 |
|
Percent Complete | 93.78 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $163,079.55 |
Gross Earnings | $2,457,050.00 |
$2,131,705.18 |
$325,344.82 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $2,457,050.00 |
$2,131,705.18 |
$325,344.82 |
|||
Contract Id | 234413 | Change Order Summary |
County | BOYLE | ||||||
Estimate Nbr | 0006 | Project Number | HSIP 1501(129), FD05 011 150B 000-002 | |||||||
Contractor | THE ALLEN COMPANY INC | Period | 11/17/2023 TO 12/05/2023 | |||||||
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 | 0006 | Period | 11/17/2023 TO 12/05/2023 | |||||||
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 | 49.280 | 5,976.050 | 6,025.330 | 31.45 | 1,549.85 | 189,496.62 | |
0120 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.00 | 14.000 | 24.880 | 0.000 | 24.880 | 400.00 | 9,952.00 | 9,952.00 | |
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 | 17.940 | 1,300.740 | 1,318.680 | 103.85 | 1,863.06 | 136,944.91 | |
0135 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 10.00 | 10.000 | 7.920 | 7.920 | 715.00 | 5,662.80 | |||
0140 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,285.00 | 1,285.000 | 1,285.300 | 1,285.300 | 117.75 | 151,344.07 | |||
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 | 383.060 | 687.350 | 1,070.410 | 35.00 | 13,407.10 | 37,464.35 | |
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 | 4,580.000 | 4,580.000 | 25.70 | 117,706.00 | |||
0160 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 15.75 | 94.50 | |||
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 | 295.000 | 295.000 | 44.63 | 13,165.85 | |||
0180 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 105.00 | 105.00 | |||
0185 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,260.00 | 1,260.00 | |||
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 | 150.000 | 0.000 | 150.000 | 12.50 | 1,875.00 | 1,875.00 | |
0200 | MAINTAIN & CONTROL TRAFFIC (BOYLE US 150B HSIP) | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 115,000.00 | 57,500.00 | 115,000.00 | |
0205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,750.00 | 11,250.00 | |||
0210 | SAFELOADING | 02690 | CUYD | 4.50 | 4.500 | 4.500 | 4.500 | 450.00 | 2,025.00 | |||
0215 | SHOULDER RUMBLE STRIPS | 02696 | LF | 3,910.00 | 3,910.000 | 3,910.000 | 3,910.000 | 0.24 | 938.40 | |||
0220 | TEMP SILT FENCE | 02701 | LF | 1,216.00 | 1,216.000 | 190.000 | 190.000 | 3.20 | 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 | 2.000 | 185.00 | 370.00 | |||
0235 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 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 | 587.000 | 0.000 | 587.000 | 75.00 | 44,025.00 | 44,025.00 | |
0260 | STAKING (BOYLE US 150B HSIP) | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 25,750.00 | 25,750.00 | 25,750.00 | |
0265 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,000.00 | 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 | 0.330 | 0.000 | 0.330 | 1,260.00 | 415.80 | 415.80 | |
0290 | MAINTENANCE FERTILIZER | 05964 | TON | 0.50 | 0.500 | 0.220 | 0.000 | 0.220 | 1,260.00 | 277.20 | 277.20 | |
0295 | SEEDING AND PROTECTION | 05985 | SQYD | 8,990.00 | 8,990.000 | 9,680.000 | 0.000 | 9,680.000 | 0.89 | 8,615.20 | 8,615.20 | |
0300 | SODDING | 05990 | SQYD | 5,738.00 | 5,738.000 | 5,600.000 | 0.000 | 5,600.000 | 8.40 | 47,040.00 | 47,040.00 | |
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 | 5,811.000 | 5,811.000 | 1.16 | 6,740.76 | |||
0320 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 4,481.00 | 4,481.000 | 3,891.000 | 3,891.000 | 1.16 | 4,513.56 | |||
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 | 16.000 | 16.000 | 10.50 | 168.00 | |||
0340 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 668.00 | 668.000 | 1,196.000 | 0.000 | 1,196.000 | 6.30 | 7,534.80 | 7,534.80 | |
0345 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 105.00 | 630.00 | |||
0350 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 288.75 | 577.50 | |||
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 | 1,773.000 | 1,773.000 | 5.50 | 9,751.50 | |||
0370 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 420.00 | 4,200.00 | |||
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 | 7.000 | 7,400.00 | 51,800.00 | |||
0405 | CURB BOX INLET TYPE A T | 01458 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,750.00 | 4,750.00 | 4,750.00 | |
0410 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0415 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2.000 | 1,500.00 | 1,500.00 | 3,000.00 | |
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 | 329.970 | 0.000 | 329.970 | 33.76 | 11,139.78 | 11,139.78 | |
0430 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 48.75 | 48.750 | 165.750 | 0.000 | 165.750 | 33.76 | 5,595.72 | 5,595.72 | |
0435 | STEEL POST TYPE 1 | 06410 | LF | 473.00 | 473.000 | 467.550 | 0.000 | 467.550 | 31.35 | 14,657.69 | 14,657.69 | |
0440 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 9.00 | 9.000 | 5.000 | 0.000 | 5.000 | 602.91 | 3,014.55 | 3,014.55 | |
0445 | GMSS TYPE D | 21596ND | EACH | 35.00 | 35.000 | 16.000 | 0.000 | 16.000 | 994.80 | 15,916.80 | 15,916.80 | |
0450 | BARCODE SIGN INVENTORY | 24631EC | EACH | 73.00 | 73.000 | 70.000 | 0.000 | 70.000 | 18.09 | 1,266.30 | 1,266.30 | |
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 | $277,645.87 |
$1,286,412.69 |
||||||||||
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 | 471.110 | 121.390 | 592.500 | 31.45 | 14,816.40 | 18,634.12 | |
0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 310.00 | 310.000 | 123.980 | 123.980 | 113.95 | 14,127.52 | |||
0015 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,620.00 | 1,620.000 | 1,623.270 | 1,623.270 | 113.95 | 184,971.61 | |||
0020 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 49.00 | 49.000 | 11.890 | 25.120 | 37.010 | 715.00 | 8,501.35 | 26,462.15 | |
0025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 5,800.00 | 5,800.000 | 6,720.660 | 6,720.660 | 117.75 | 791,357.71 | |||
0030 | TEMPORARY SIGNS | 02562 | SQFT | 270.00 | 270.000 | 554.000 | 0.000 | 554.000 | 12.50 | 6,925.00 | 6,925.00 | |
0035 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 25,800.00 | 12,900.00 | 25,800.00 | |
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 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 85.00 | 85.000 | 62.140 | 0.000 | 62.140 | 35.00 | 2,174.90 | 2,174.90 | |
0055 | SHOULDER RUMBLE STRIPS | 02696 | LF | 31,870.00 | 31,870.000 | 37,849.000 | 37,849.000 | 0.24 | 9,083.76 | |||
0060 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 25,000.00 | 25,000.000 | 13,893.000 | 13,893.000 | 0.23 | 3,195.39 | |||
0065 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 33,000.00 | 33,000.000 | 32,728.000 | 32,728.000 | 1.16 | 37,964.48 | |||
0070 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 22,000.00 | 22,000.000 | 18,060.000 | 18,060.000 | 1.16 | 20,949.60 | |||
0075 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 630.00 | 630.000 | 984.000 | 0.000 | 984.000 | 2.42 | 2,381.28 | 2,381.28 | |
0080 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 476.00 | 476.000 | 293.000 | 293.000 | 5.25 | 1,538.25 | |||
0085 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 454.00 | 454.000 | 477.000 | 477.000 | 10.50 | 5,008.50 | |||
0090 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 99.00 | 99.000 | 118.000 | 118.000 | 105.00 | 12,390.00 | |||
0095 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 420.00 | 420.000 | 334.000 | 334.000 | 9.50 | 3,173.00 | |||
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 | $47,698.93 |
$2,457,049.97 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |