|
Report_Id: 224429 Est NO 0008 |
Date:07/24/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 224429 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Murphy, Logan W. | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | ADDR SN 0 VC Code KS0005008 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 03/02/2023 TO 06/30/2023 | ||||||
| Date Approved | 07/10/2023 | ||||||
| Primary Proj Number | 0708706862201 | ||||||
| Project No. | HSIP 7912(001) | ||||||
| Primary County | MONTGOMERY | ||||||
| Name of Road | INDIAN MOUND DRIVE (KY 686) | ||||||
| Description | CONSTRUCT A ROUNDABOUT AT THE INTERSECTION OF KY 686 & KY 71 3 | ||||||
| Date Let | 04/28/2022 | Formal Acceptance | |||||
| Date Awarded | 05/10/2022 | Date Work Began | 06/27/2022 | ||||
| Date Contract Executed | 05/24/2022 | Open To Traffic | |||||
| Date NTP Issued | 05/24/2022 | Actual Completion Date | |||||
| Current Contract Amount | $1,449,739.14 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,449,739.14 |
Total Earnings | $1,411,753.81 |
$1,384,753.81 |
$27,000.00 |
|
| Percent Complete | 97.38 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $37,985.33 |
Gross Earnings | $1,411,753.81 |
$1,384,753.81 |
$27,000.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,411,753.81 |
$1,384,753.81 |
$27,000.00 |
|||
| Contract Id | 224429 | Change Order Summary |
County | MONTGOMERY | ||||||
| Estimate Nbr | 0008 | Project Number | HSIP 7912(001) | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 03/02/2023 TO 06/30/2023 | |||||||
| 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 | 224429 | COMMONWEALTH OF KENTUCKY |
County | MONTGOMERY | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | 0708706862201 | ||||||
| Estimate Nbr | 0008 | Period | 03/02/2023 TO 06/30/2023 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | 0708706862201 | Fed/State Project Number | HSIP 7912(001) | 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 | 0708706862201 | Fed/State Project Number | HSIP 7912(001) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,189.00 | 1,189.000 | 2,026.060 | 2,026.060 | 40.00 | 81,042.40 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,832.00 | 1,832.000 | 1,359.380 | 1,359.380 | 40.00 | 54,375.20 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 13.00 | 13.000 | 13.000 | 13.000 | 425.00 | 5,525.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 2.000 | 2.000 | 1,850.00 | 3,700.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 129.00 | 129.000 | 101.040 | 101.040 | 182.00 | 18,389.28 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 644.00 | 644.000 | 1,014.380 | 1,014.380 | 152.00 | 154,185.76 | |||
| 0035 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 409.00 | 409.000 | 653.310 | 653.310 | 152.00 | 99,303.12 | |||
| 0040 | STANDARD CURB AND GUTTER | 01810 | LF | 537.00 | 537.000 | 537.000 | 537.000 | 50.00 | 26,850.00 | |||
| 0045 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,107.00 | 1,107.000 | 1,107.000 | 1,107.000 | 38.00 | 42,066.00 | |||
| 0050 | ISLAND CURB AND GUTTER | 01825 | LF | 779.00 | 779.000 | 777.000 | 777.000 | 32.00 | 24,864.00 | |||
| 0055 | JPC PAVEMENT-8 IN | 02084 | SQYD | 563.00 | 563.000 | 563.000 | 563.000 | 184.00 | 103,592.00 | |||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 65.00 | 65.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0065 | EDGE KEY | 02585 | LF | 138.00 | 138.000 | 138.000 | 138.000 | 35.00 | 4,830.00 | |||
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0075 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 285.00 | 285.000 | 19.880 | 19.880 | 50.00 | 994.00 | |||
| 0080 | SHOULDER RUMBLE STRIPS | 02696 | LF | 631.00 | 631.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0085 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 11,759.00 | 11,759.000 | 3,772.000 | 3,772.000 | 0.28 | 1,056.16 | |||
| 0090 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 6,671.00 | 6,671.000 | 6,677.000 | 6,677.000 | 0.35 | 2,336.95 | |||
| 0095 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 10,601.00 | 10,601.000 | 2,315.000 | 2,315.000 | 0.75 | 1,736.25 | |||
| 0100 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 41.00 | 41.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0105 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0110 | JOINT ADHESIVE | 20071EC | LF | 5,856.00 | 5,856.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0115 | SAWCUT PAVEMENT | 20550ND | LF | 5,698.00 | 5,698.000 | 3,857.000 | 3,857.000 | 2.30 | 8,871.10 | |||
| 0120 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,471.00 | 1,471.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0125 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| Project | 0708706862201 | Fed/State Project Number | HSIP 7912(001) | Category | 0002 ROADWAY | |||||||
| 0130 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 12.00 | 120.00 | |||
| 0135 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 21.000 | 21.000 | 140.00 | 2,940.00 | |||
| 0140 | TEMP DITCH | 02159 | LF | 669.00 | 669.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | CLEAN TEMP DITCH | 02160 | LF | 335.00 | 335.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0150 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,942.00 | 1,942.000 | 1,942.000 | 1,942.000 | 52.50 | 101,955.00 | |||
| 0155 | WATER | 02242 | MGAL | 254.00 | 254.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 472.00 | 472.000 | 475.000 | 475.000 | 33.00 | 15,675.00 | |||
| 0165 | REMOVE GUARDRAIL | 02381 | LF | 460.00 | 460.000 | 462.500 | 462.500 | 3.00 | 1,387.50 | |||
| 0170 | CHANNEL LINING CLASS II | 02483 | TON | 92.00 | 92.000 | 127.470 | 127.470 | 45.00 | 5,736.15 | |||
| 0175 | CLEARING AND GRUBBING (3.22 AC) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,500.00 | 52,500.00 | |||
| 0180 | TEMPORARY SIGNS | 02562 | SQFT | 1,400.00 | 1,400.000 | 1,289.510 | 1,289.510 | 10.60 | 13,668.80 | |||
| 0185 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 145.00 | 145.000 | 0.000 | 0.000 | 6.90 | 0.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 100,000.00 | 25,000.00 | 100,000.00 | |
| 0195 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,750.00 | 15,000.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 669.00 | 669.000 | 590.000 | 590.000 | 0.50 | 295.00 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0235 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 40,000.00 | 30,000.00 | |||
| 0240 | TEMP MULCH | 05952 | SQYD | 10,398.00 | 10,398.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0245 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,799.00 | 7,799.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0250 | INITIAL FERTILIZER | 05963 | TON | 0.50 | 0.500 | 0.425 | 0.425 | 1,500.00 | 637.50 | |||
| 0255 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0260 | SEEDING AND PROTECTION | 05985 | SQYD | 8,834.00 | 8,834.000 | 9,790.030 | 9,790.030 | 0.54 | 5,286.61 | |||
| 0265 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 41.00 | 41.000 | 41.000 | 41.000 | 3.50 | 143.50 | |||
| 0270 | SODDING | 05990 | SQYD | 354.00 | 354.000 | 354.000 | 354.000 | 8.25 | 2,920.50 | |||
| 0275 | AGRICULTURAL LIMESTONE | 05992 | TON | 5.50 | 5.500 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0280 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 311.35 | 311.350 | 308.800 | 308.800 | 22.50 | 6,948.00 | |||
| 0285 | STEEL POST TYPE 1 | 06410 | LF | 425.00 | 425.000 | 339.000 | 339.000 | 13.50 | 4,576.50 | |||
| 0290 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 3.00 | 3.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 0295 | CONCRETE-CLASS A | 08100 | CUYD | 48.00 | 48.000 | 48.000 | 48.000 | 470.00 | 22,560.00 | |||
| 0300 | REMOVE SIGN | 21373ND | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 30.00 | 360.00 | |||
| 0305 | GMSS TYPE D | 21596ND | EACH | 16.00 | 16.000 | 10.000 | 10.000 | 700.00 | 7,000.00 | |||
| 0310 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 185.00 | 185.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0315 | YIELD LINES | 23745EC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 115.00 | 2,300.00 | |||
| 0320 | BARCODE SIGN INVENTORY | 24631EC | EACH | 90.00 | 90.000 | 88.000 | 88.000 | 18.00 | 1,584.00 | |||
| Project | 0708706862201 | Fed/State Project Number | HSIP 7912(001) | Category | 0003 DRAINAGE | |||||||
| 0325 | CULVERT PIPE-42 IN | 00469 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 450.00 | 10,800.00 | |||
| 0330 | STORM SEWER PIPE-15 IN | 00521 | LF | 345.00 | 345.000 | 347.000 | 347.000 | 140.00 | 48,580.00 | |||
| 0335 | STORM SEWER PIPE-18 IN | 00522 | LF | 240.00 | 240.000 | 239.000 | 239.000 | 180.00 | 43,020.00 | |||
| 0340 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,575.00 | 4,725.00 | |||
| 0345 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,675.00 | 3,350.00 | |||
| 0350 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,975.00 | 8,975.00 | |||
| 0355 | REMOVE PIPE | 01310 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 55.00 | 220.00 | |||
| 0360 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,975.00 | 2,975.00 | |||
| 0365 | DROP BOX INLET TYPE 13G | 01559 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 5,375.00 | 59,125.00 | |||
| 0370 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,475.00 | 16,950.00 | |||
| 0375 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,942.00 | 13,884.00 | |||
| 0380 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,875.00 | 5,875.00 | |||
| 0385 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 5,576.00 | 5,576.000 | 5,831.310 | 5,831.310 | 2.25 | 13,120.44 | |||
| 0390 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,647.00 | 1,647.000 | 504.530 | 504.530 | 2.00 | 1,009.06 | |||
| 0395 | CONNECT TO EXIST CULVERT | 23793EC | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 | |
| 0400 | PIPELINE INSPECTION | 24814EC | LF | 530.00 | 530.000 | 0.000 | 0.000 | 4.72 | 0.00 | |||
| Project | 0708706862201 | Fed/State Project Number | HSIP 7912(001) | Category | 0004 LIGHTING | |||||||
| 0405 | POLE 40 FT MTG HT | 04701 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 3,500.00 | 42,000.00 | |||
| 0410 | BRACKET 10 FT | 04723 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 650.00 | 7,800.00 | |||
| 0415 | POLE BASE | 04740 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,500.00 | 18,000.00 | |||
| 0420 | TRANSFORMER BASE | 04750 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,000.00 | 12,000.00 | |||
| 0425 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 37,500.00 | 18,750.00 | |||
| 0430 | FUSED CONNECTOR KIT | 04780 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 300.00 | 7,200.00 | |||
| 0435 | CONDUIT-2 IN | 04795 | LF | 250.00 | 250.000 | 284.000 | 284.000 | 20.00 | 5,680.00 | |||
| 0440 | TRENCHING AND BACKFILLING | 04820 | LF | 1,675.00 | 1,675.000 | 1,506.000 | 1,506.000 | 5.00 | 7,530.00 | |||
| 0445 | WIRE-NO. 12 | 04832 | LF | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0450 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0455 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0460 | BORE AND JACK CONDUIT | 21543EN | LF | 250.00 | 250.000 | 284.000 | 284.000 | 15.00 | 4,260.00 | |||
| 0465 | WIRE-NO. 10 | 23778EC | LF | 6,100.00 | 6,100.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0470 | LED LUMINAIRE | 24589ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0475 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,675.00 | 1,675.000 | 1,506.000 | 1,506.000 | 10.00 | 15,060.00 | |||
| 0480 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| Project | 0708706862201 | Fed/State Project Number | HSIP 7912(001) | Category | 0005 DEMOBILIZATION | |||||||
| 0485 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,750.00 | 0.00 | |||
| SUBTOT | $27,000.00 |
$1,411,753.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||