|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/01/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 194126 | Estimate Number | 0010 | Estimate Type FINAL | |||
| District Office | FLEMINGSBURG (09320) Gillum, Brian S. | ||||||
| Contractor | A S L EXCAVATING INC | ADDR SN 0 VC Code KY0033377 | |||||
| P O BOX 321 | |||||||
| FLEMINGSBURG , KY , 41041 | |||||||
| Pay Period | 01/18/2022 TO 04/20/2023 | ||||||
| Date Approved | 05/01/2023 | ||||||
| Primary Proj Number | 0906800091901 | ||||||
| Project No. | HSIP 9010 (383) | ||||||
| Primary County | LEWIS | ||||||
| Name of Road | AA HIGHWAY (KY 9) | ||||||
| Description | CONSTRUCT RIGHT TURN SLIP LANE FROM KY 9 AA HIGHWAY ONTO THE KY 9 GRAYSON SPUR. PROJECT INCLUDES RECONSTRUCTION OF FLASH | ||||||
| Date Let | 09/20/2019 | Formal Acceptance | 07/17/2020 | ||||
| Date Awarded | 10/02/2019 | Date Work Began | 03/30/2020 | ||||
| Date Contract Executed | 11/12/2019 | Open To Traffic | 07/17/2020 | ||||
| Date NTP Issued | 11/12/2019 | Actual Completion Date | 07/17/2020 | ||||
| Current Contract Amount | $433,909.40 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $388,347.79 |
Total Earnings | $433,306.52 |
$429,002.17 |
$4,304.35 |
|
| Percent Complete | 99.86 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $602.88 |
Gross Earnings | $433,306.52 |
$429,002.17 |
$4,304.35 |
|
| Total Change Orders | $45,561.61 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $433,306.52 |
$429,002.17 |
$4,304.35 |
|||
| Contract Id | 194126 | Change Order Summary |
County | LEWIS | ||||||
| Estimate Nbr | 0010 | Project Number | HSIP 9010 (383) | |||||||
| Contractor | A S L EXCAVATING INC | Period | 01/18/2022 TO 04/20/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Borrow Area on R/W | Approved | 07/07/2020 | $-700.00 | 0.0 | |||||
| 002 | Asphalt Base and Conduit overruns | Approved | 12/18/2020 | $40,037.51 | 17.0 | |||||
| 003 | Asphalt Seal Aggregate | Approved | 10/28/2021 | $6,224.10 | 0.0 | |||||
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 | 194126 | COMMONWEALTH OF KENTUCKY |
County | LEWIS | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | 0906800091901 | |||||||
| Estimate Nbr | 0010 | Period | 01/18/2022 TO 04/20/2023 | |||||||
| Contractor | A S L EXCAVATING INC | |||||||||
| Project | 0906800091901 | Fed/State Project Number | HSIP 9010 (383) | 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 | 0906800091901 | Fed/State Project Number | HSIP 9010 (383) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 925.00 | 925.000 | 919.230 | 919.230 | 30.70 | 28,220.36 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.22 | 10.430 | 10.430 | 10.430 | 650.00 | 6,779.50 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.78 | 1.730 | 1.730 | 1.730 | 533.00 | 922.09 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 260.00 | 410.500 | 410.500 | 410.500 | 215.00 | 88,257.50 | |||
| 0025 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 89.00 | 105.950 | 105.950 | 105.950 | 261.00 | 27,652.95 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 1.000 | 1.000 | 635.00 | 635.00 | |||
| Project | 0906800091901 | Fed/State Project Number | HSIP 9010 (383) | Category | 0002 ROADWAY | |||||||
| 0035 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 10.00 | 10.000 | 17.000 | 17.000 | 8.00 | 136.00 | |||
| 0040 | REMOVE PAVEMENT | 02091 | SQYD | 235.00 | 235.000 | 235.000 | 235.000 | 12.08 | 2,838.80 | |||
| 0045 | TEMP DITCH | 02159 | LF | 225.00 | 225.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0050 | CLEAN TEMP DITCH | 02160 | LF | 113.00 | 113.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0055 | EMBANKMENT IN PLACE | 02230 | CUYD | 3,621.00 | 2,221.000 | 2,221.000 | 2,221.000 | 18.21 | 40,444.41 | |||
| 0060 | WATER | 02242 | MGAL | 2.00 | 2.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 550.00 | 612.500 | 612.500 | 612.500 | 16.50 | 10,106.25 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0075 | REMOVE GUARDRAIL | 02381 | LF | 500.00 | 500.000 | 500.000 | 500.000 | 4.00 | 2,000.00 | |||
| 0080 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0085 | CHANNEL LINING CLASS III | 02484 | TON | 158.00 | 158.000 | 149.690 | 149.690 | 34.80 | 5,209.21 | |||
| 0090 | CLEARING AND GRUBBING (0.64 acres) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,202.00 | 16,202.00 | |||
| 0095 | TEMPORARY SIGNS | 02562 | SQFT | 390.00 | 390.000 | 337.500 | 337.500 | 10.50 | 3,543.75 | |||
| 0100 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 306.00 | 306.000 | 238.660 | 238.660 | 2.00 | 477.32 | |||
| 0105 | MAINTAIN & CONTROL TRAFFIC (INTERSECTION OF AA HIGHWAY AND GRAYSON | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,720.00 | 16,720.00 | |||
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,905.00 | 5,715.00 | |||
| 0115 | SHOULDER RUMBLE STRIPS | 02696 | LF | 450.00 | 450.000 | 450.000 | 450.000 | 15.00 | 6,750.00 | |||
| 0120 | TEMP SILT FENCE | 02701 | LF | 225.00 | 225.000 | 42.000 | 42.000 | 2.50 | 105.00 | |||
| 0125 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0130 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 125.00 | 125.00 | |||
| 0135 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 180.00 | 180.00 | |||
| 0140 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0155 | STAKING (INTERSECTION OF AA HIGHWAY AND GRAYSON | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0160 | EROSION CONTROL BLANKET | 05950 | SQYD | 138.00 | 138.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0165 | TEMP MULCH | 05952 | SQYD | 2,082.00 | 2,082.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0170 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,554.00 | 1,554.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0175 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 750.00 | 150.00 | |||
| 0180 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0185 | SEEDING AND PROTECTION | 05985 | SQYD | 3,107.00 | 3,107.000 | 2,000.000 | 2,000.000 | 0.38 | 760.00 | |||
| 0190 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.90 | 1.900 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0195 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 36.77 | 36.770 | 36.770 | 36.770 | 15.00 | 551.55 | |||
| 0200 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 22.93 | 22.930 | 22.930 | 22.930 | 16.00 | 366.88 | |||
| 0205 | STEEL POST TYPE 1 | 06410 | LF | 151.00 | 151.000 | 151.000 | 151.000 | 10.00 | 1,510.00 | |||
| 0210 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0215 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 167.00 | 167.000 | 145.000 | 145.000 | 4.50 | 652.50 | |||
| 0220 | PAVE MARKING-DOTTED LANE EXTEN (6 INCH WIDTH) | 06572 | LF | 84.00 | 84.000 | 63.000 | 63.000 | 2.25 | 141.75 | |||
| 0225 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 115.00 | 690.00 | |||
| 0230 | SAWCUT PAVEMENT | 20550ND | LF | 215.00 | 215.000 | 215.000 | 215.000 | 3.81 | 819.15 | |||
| 0235 | LONGITUDINAL EDGE KEY | 21289ED | LF | 220.00 | 220.000 | 197.000 | 197.000 | 15.00 | 2,955.00 | |||
| 0240 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 0245 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0250 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 12.00 | 12.000 | 12.000 | 12.000 | 38.50 | 462.00 | |||
| 0255 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 105.00 | 315.00 | |||
| 0260 | BARCODE SIGN INVENTORY | 24631EC | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 20.00 | 220.00 | |||
| 0265 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 92.00 | 92.000 | 76.000 | 76.000 | 5.25 | 399.00 | |||
| 0270 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 0275 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 661.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0280 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 275.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 8001 | EMBANKMENT IN PLACE Borrow from R/W | 02230 | CUYD | 0.00 | 1,400.000 | 1,400.000 | 1,400.000 | 17.71 | 24,794.00 | |||
| 8002 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 678.000 | 678.000 | 678.000 | 5.00 | 3,390.00 | |||
| 8003 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 224.000 | 224.000 | 224.000 | 5.00 | 1,120.00 | |||
| Project | 0906800091901 | Fed/State Project Number | HSIP 9010 (383) | Category | 0003 DRAINAGE | |||||||
| 0285 | CULVERT PIPE-18 IN | 00462 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 85.00 | 8,670.00 | |||
| 0290 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,475.00 | 1,475.00 | |||
| 0295 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,390.00 | 4,390.00 | |||
| Project | 0906800091901 | Fed/State Project Number | HSIP 9010 (383) | Category | 0004 SIGNALS | |||||||
| 0300 | CABLE-NO. 14/5C | 04844 | LF | 825.00 | 825.000 | 640.000 | 640.000 | 3.26 | 2,086.40 | |||
| 0305 | MESSENGER-10800 LB | 04885 | LF | 460.00 | 460.000 | 395.000 | 395.000 | 6.58 | 2,599.10 | |||
| 0310 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 623.46 | 2,493.84 | |||
| 0315 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 123.05 | 1,476.60 | |||
| 0320 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 14.00 | 14.000 | 16.620 | 16.620 | 1,448.71 | 24,077.56 | |||
| 0325 | INSTALL-BEACON CONTROLLER-2 CIRCUIT | 24526ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,584.59 | 3,584.59 | |||
| 0330 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,137.10 | 3,137.10 | |||
| Project | 0906800091901 | Fed/State Project Number | HSIP 9010 (383) | Category | 0005 LIGHTING | |||||||
| 0335 | POLE 30 FT MTG HT | 04700 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,428.10 | 4,284.30 | |||
| 0340 | BRACKET 10 FT | 04723 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 496.28 | 1,488.84 | |||
| 0345 | POLE BASE | 04740 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,449.27 | 4,347.81 | |||
| 0350 | TRANSFORMER BASE | 04750 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 940.58 | 2,821.74 | |||
| 0355 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 22,116.73 | 22,116.73 | |||
| 0360 | HPS LUMINAIRE | 04770 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 446.73 | 1,340.19 | |||
| 0365 | FUSED CONNECTOR KIT | 04780 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 224.92 | 1,349.52 | |||
| 0370 | CONDUIT-2 IN | 04795 | LF | 160.00 | 339.000 | 339.000 | 339.000 | 19.14 | 6,488.46 | |||
| 0375 | TRENCHING AND BACKFILLING | 04820 | LF | 300.00 | 300.000 | 339.000 | 339.000 | 5.27 | 1,786.53 | |||
| 0380 | WIRE-NO. 12 | 04832 | LF | 200.00 | 200.000 | 477.000 | 477.000 | 0.74 | 352.98 | |||
| 0385 | WIRE-NO. 8 | 04833 | LF | 500.00 | 500.000 | 2,127.000 | 2,127.000 | 0.92 | 1,956.84 | |||
| 0390 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 726.04 | 726.04 | |||
| 0395 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,094.16 | 2,188.32 | |||
| 0400 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,787.41 | 3,787.41 | |||
| 0405 | BORE AND JACK CONDUIT | 21543EN | LF | 150.00 | 150.000 | 150.000 | 150.000 | 37.83 | 5,674.50 | |||
| Project | 0906800091901 | Fed/State Project Number | HSIP 9010 (383) | Category | 0006 DEMOBILIZATION | |||||||
| 0410 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 5,739.13 | 4,304.34 | 5,739.13 | |
| SUBTOT | $4,304.34 |
$433,306.50 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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