|
Report_Id: 234206 Est NO 0011 |
Date:10/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 234206 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04340) Smith, Jared D. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 09/23/2023 TO 10/06/2023 | ||||||
| Date Approved | 10/15/2023 | ||||||
| Primary Proj Number | 0404302592101 | ||||||
| Project No. | HSIP 0051(034), STP 9040(044) | ||||||
| Primary County | GRAYSON | ||||||
| Name of Road | ANNETA ROAD (KY 259) | ||||||
| Description | FROM THE GRAYSON/EDMONSON COUNTY LINE EXTENDING NORTHWEST TO THE INTERSECTION WITH BLOOMINGTON ROAD | ||||||
| Date Let | 01/26/2023 | Formal Acceptance | |||||
| Date Awarded | 02/06/2023 | Date Work Began | 04/12/2023 | ||||
| Date Contract Executed | 03/14/2023 | Open To Traffic | |||||
| Date NTP Issued | 03/14/2023 | Actual Completion Date | |||||
| Current Contract Amount | $10,665,283.38 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,665,283.38 |
Total Earnings | $1,855,054.29 |
$1,527,552.16 |
$327,502.13 |
|
| Percent Complete | 17.39 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,810,229.09 |
Gross Earnings | $1,855,054.29 |
$1,527,552.16 |
$327,502.13 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,855,054.29 |
$1,527,552.16 |
$327,502.13 |
|||
| Contract Id | 234206 | Change Order Summary |
County | GRAYSON | ||||||
| Estimate Nbr | 0011 | Project Number | HSIP 0051(034), STP 9040(044) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 09/23/2023 TO 10/06/2023 | |||||||
| 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 | 234206 | COMMONWEALTH OF KENTUCKY |
County | GRAYSON | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0404302592101 | ||||||
| Estimate Nbr | 0011 | Period | 09/23/2023 TO 10/06/2023 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | 0404302592101 | Fed/State Project Number | HSIP 0051(034) | 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 | |
| 0005 | DGA BASE | 00001 | TON | 1,311.00 | 1,311.000 | 122.940 | 102.170 | 225.110 | 39.71 | 4,881.94 | 8,939.11 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 16,697.00 | 16,697.000 | 8.660 | 8.660 | 41.41 | 358.61 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 250.00 | 250.000 | 0.000 | 0.000 | 116.50 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 18,608.00 | 18,608.000 | 43.540 | 43.540 | 95.29 | 4,148.92 | |||
| 0025 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 700.00 | 700.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0035 | FUEL ADJUSTMENT | 10020NS | DOLL | 47,688.00 | 47,688.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 80,894.00 | 80,894.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0045 | CL2 ASPH SURF NO.4D PG64-22 | 21653ES403 | TON | 1,833.00 | 1,833.000 | 0.000 | 0.000 | 122.50 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 46.00 | 46.000 | 0.000 | 0.000 | 818.92 | 0.00 | |||
| Project | 0404302592101 | Fed/State Project Number | HSIP 0051(034) | Category | 0002 ROADWAY | |||||||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 750.00 | 750.000 | 0.000 | 0.000 | 40.32 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0065 | TEMP DITCH | 02159 | LF | 24,485.00 | 24,485.000 | 150.000 | 150.000 | 0.94 | 141.00 | |||
| 0070 | CLEAN TEMP DITCH | 02160 | LF | 12,243.00 | 12,243.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
| 0075 | ROADWAY EXCAVATION | 02200 | CUYD | 33,690.00 | 33,690.000 | 1,380.000 | 3,890.000 | 5,270.000 | 36.01 | 49,693.80 | 189,772.70 | |
| 0080 | GRANULAR EMBANKMENT | 02223 | CUYD | 502.00 | 502.000 | 142.000 | 142.000 | 61.97 | 8,799.74 | |||
| 0085 | DITCHING | 02237 | LF | 9,794.00 | 9,794.000 | 0.000 | 0.000 | 10.28 | 0.00 | |||
| 0090 | FENCE-TEMP | 02259 | LF | 2,575.00 | 2,575.000 | 2,789.000 | 2,789.000 | 8.85 | 24,682.65 | |||
| 0095 | REMOVE & REPLACE FENCE BARBED WIRE | 02268 | LF | 1,350.00 | 1,350.000 | 0.000 | 0.000 | 11.03 | 0.00 | |||
| 0100 | REMOVE & REPLACE FENCE CHAIN LINK | 02268 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 95.21 | 0.00 | |||
| 0105 | REMOVE & REPLACE FENCE WOOD PLANK | 02268 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 49.37 | 0.00 | |||
| 0110 | REMOVE & REPLACE FENCE WOVEN WIRE | 02268 | LF | 3,075.00 | 3,075.000 | 0.000 | 0.000 | 12.14 | 0.00 | |||
| 0115 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 74.38 | 0.00 | |||
| 0120 | REMOVE & RESET GUARDRAIL | 02383 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 18.22 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 3,680.33 | 0.00 | |||
| 0130 | CHANNEL LINING CLASS II | 02483 | TON | 1,483.00 | 1,483.000 | 26.500 | 26.500 | 50.55 | 1,339.57 | |||
| 0135 | CLEARING AND GRUBBING 57.54 ACRES | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 489,600.00 | 440,640.00 | |||
| 0140 | TEMPORARY SIGNS | 02562 | SQFT | 800.00 | 800.000 | 0.000 | 0.000 | 8.36 | 0.00 | |||
| 0145 | EDGE KEY | 02585 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 40.65 | 0.00 | |||
| 0150 | MAINTAIN & CONTROL TRAFFIC (GRAYSON KY 259 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.070 | 0.140 | 0.210 | 454,452.63 | 31,811.68 | 95,435.05 | |
| 0155 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 11,474.77 | 22,949.54 | |||
| 0160 | EDGELINE RUMBLE STRIPS | 02697 | LF | 97,940.00 | 97,940.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0165 | TEMP SILT FENCE | 02701 | LF | 24,485.00 | 24,485.000 | 6,505.000 | 6,505.000 | 2.50 | 16,262.50 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 57.00 | 57.000 | 15.000 | 15.000 | 435.32 | 6,529.80 | |||
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 259.88 | 0.00 | |||
| 0180 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 62.79 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 32.48 | 0.00 | |||
| 0190 | TRIM & REMOVE TREES & BRUSH | 03269 | LF | 875.00 | 875.000 | 875.000 | 875.000 | 40.35 | 35,306.25 | |||
| 0195 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0200 | EROSION CONTROL BLANKET | 05950 | SQYD | 38,849.00 | 38,849.000 | 2,419.000 | 0.000 | 2,419.000 | 1.70 | 4,112.30 | 4,112.30 | |
| 0205 | TEMP MULCH | 05952 | SQYD | 185,674.00 | 185,674.000 | 10,416.000 | 31,110.000 | 41,526.000 | 0.20 | 2,083.20 | 8,305.20 | |
| 0210 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 139,255.00 | 139,255.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0215 | INITIAL FERTILIZER | 05963 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0220 | MAINTENANCE FERTILIZER | 05964 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0225 | SEEDING AND PROTECTION | 05985 | SQYD | 191,731.00 | 191,731.000 | 2,419.000 | 0.000 | 2,419.000 | 0.42 | 1,015.98 | 1,015.98 | |
| 0230 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 47,933.00 | 47,933.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0235 | AGRICULTURAL LIMESTONE | 05992 | TON | 172.00 | 172.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0240 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 195,880.00 | 195,880.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0245 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 97,940.00 | 97,940.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0250 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 73,455.00 | 73,455.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0255 | OBJECT MARKER TY 3 | 20191ED | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 33.13 | 0.00 | |||
| 0260 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 48,970.00 | 48,970.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0265 | LONGITUDINAL EDGE KEY | 21289ED | LF | 32,930.00 | 32,930.000 | 0.000 | 0.000 | 2.60 | 0.00 | |||
| 0270 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,993.75 | 1,993.750 | 0.000 | 0.000 | 32.10 | 0.00 | |||
| Project | 0404302592101 | Fed/State Project Number | HSIP 0051(034) | Category | 0003 DRAINAGE | |||||||
| 0275 | ENTRANCE PIPE-15 IN | 00440 | LF | 3,283.00 | 3,283.000 | 340.000 | 240.000 | 580.000 | 94.83 | 32,242.20 | 55,001.40 | |
| 0280 | ENTRANCE PIPE-18 IN | 00441 | LF | 436.00 | 436.000 | 32.000 | 32.000 | 116.80 | 3,737.60 | |||
| 0285 | CULVERT PIPE-18 IN | 00462 | LF | 1,595.00 | 1,595.000 | 571.000 | 571.000 | 218.13 | 124,552.23 | |||
| 0290 | CULVERT PIPE-24 IN | 00464 | LF | 383.00 | 383.000 | 182.000 | 182.000 | 260.07 | 47,332.74 | |||
| 0295 | CULVERT PIPE-30 IN | 00466 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 254.94 | 14,786.52 | |||
| 0300 | CULVERT PIPE-36 IN | 00468 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 353.64 | 11,316.48 | |||
| 0305 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0310 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0315 | REMOVE PIPE | 01310 | LF | 1,025.00 | 1,025.000 | 374.000 | 374.000 | 13.89 | 5,194.86 | |||
| 0320 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0325 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0330 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0335 | SAFETY BOX INLET-18 IN DBL SDB-5 | 01728 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0340 | SAFETY BOX INLET-24 IN DBL SDB-5 | 01729 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,700.00 | 0.00 | |||
| 0345 | REMOVE CONCRETE MASONRY FOR STA 374+47.11 | 02403 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0350 | REMOVE CONCRETE MASONRY FOR STA 593+50.27 | 02403 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0355 | REMOVE CONCRETE MASONRY FOR STA 607+59.30 | 02403 | CUYD | 1.00 | 1.000 | 1.920 | 1.920 | 600.00 | 1,152.00 | |||
| 0360 | REMOVE HEADWALL | 02625 | EACH | 99.00 | 99.000 | 43.000 | 43.000 | 232.90 | 10,014.70 | |||
| 0365 | SAFELOADING | 02690 | CUYD | 11.50 | 11.500 | 4.000 | 3.500 | 7.500 | 450.00 | 1,800.00 | 3,375.00 | |
| 0370 | STRUCTURE EXCAV-SOLID ROCK FOR STA 374+47.11 | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0375 | STRUCTURE EXCAV-SOLID ROCK FOR STA 593+50.27 | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0380 | STRUCTURE EXCAV-SOLID ROCK FOR STA 607+59.30 | 08002 | CUYD | 13.00 | 13.000 | 4.580 | 4.580 | 135.00 | 618.30 | |||
| 0385 | FOUNDATION PREPARATION FOR STA 374+47.11 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0390 | FOUNDATION PREPARATION FOR STA 593+50.27 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0395 | FOUNDATION PREPARATION FOR STA 607+59.30 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0400 | CONCRETE-CLASS A FOR STA 374+47.11 | 08100 | CUYD | 25.60 | 25.600 | 0.000 | 0.000 | 1,492.00 | 0.00 | |||
| 0405 | CONCRETE-CLASS A FOR STA 593+50.27 | 08100 | CUYD | 27.90 | 27.900 | 27.900 | 27.900 | 1,492.00 | 41,626.80 | |||
| 0410 | CONCRETE-CLASS A FOR STA 607+59.30 | 08100 | CUYD | 21.70 | 21.700 | 21.700 | 21.700 | 1,492.00 | 32,376.40 | |||
| 0415 | STEEL REINFORCEMENT FOR STA 374+47.11 | 08150 | LB | 2,796.00 | 2,796.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0420 | STEEL REINFORCEMENT FOR STA 593+50.27 | 08150 | LB | 2,933.00 | 2,933.000 | 2,933.000 | 2,933.000 | 1.75 | 5,132.75 | |||
| 0425 | STEEL REINFORCEMENT FOR STA 607+59.30 | 08150 | LB | 2,009.00 | 2,009.000 | 2,009.000 | 2,009.000 | 1.75 | 3,515.75 | |||
| 0430 | HEADWALL SLOPED AND MITERED CONC HEADWALL 18" | 24575ES610 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0435 | HEADWALL SLOPED AND MITERED CONC HEADWALL 24" | 24575ES610 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0440 | HEADWALL SLOPED AND MITERED CONC HEADWALL 30" | 24575ES610 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0445 | HDPE PIPE LINER HDPE Pipe Liner | 24583EC | LF | 300.00 | 300.000 | 300.000 | 0.000 | 300.000 | 487.29 | 146,187.00 | 146,187.00 | |
| 0450 | PIPELINE INSPECTION | 24814EC | LF | 3,014.00 | 3,014.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0455 | KYTC S&F HEADWALL-18 IN | 40023 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | 0404302592101 | Fed/State Project Number | HSIP 0051(034) | Category | 0004 UTILITY | |||||||
| 0460 | SAFELOADING | 02690 | CUYD | 40.25 | 40.250 | 0.000 | 0.000 | 424.00 | 0.00 | |||
| 0465 | W CAP EXISTING MAIN | 14003 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,870.00 | 0.00 | |||
| 0470 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 207.00 | 207.000 | 46.000 | 0.000 | 46.000 | 365.00 | 16,790.00 | 16,790.00 | |
| 0475 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,235.00 | 0.00 | |||
| 0480 | W METER 3/4 INCH | 14028 | EACH | 18.00 | 18.000 | 1.000 | 1.000 | 770.00 | 770.00 | |||
| 0485 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 540.00 | 540.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 0490 | W PIPE PVC 04 INCH | 14058 | LF | 375.00 | 375.000 | 94.000 | 0.000 | 94.000 | 50.00 | 4,700.00 | 4,700.00 | |
| 0495 | W PIPE PVC 06 INCH | 14059 | LF | 4,905.00 | 4,905.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 0500 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 79.00 | 79.000 | 3.000 | 16.000 | 19.000 | 5,240.00 | 15,720.00 | 99,560.00 | |
| 0505 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0510 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 14.00 | 14.000 | 2.000 | 0.000 | 2.000 | 5,520.00 | 11,040.00 | 11,040.00 | |
| 0515 | W VALVE SPECIAL | 14124 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 9,735.00 | 0.00 | |||
| 0520 | W LINE MARKER | 14144 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| Project | 0404302592101 | Fed/State Project Number | HSIP 0051(034) | Category | 0005 MISCELLANEOUS | |||||||
| 0525 | STAKING (GRAYSON KY 259 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.070 | 0.120 | 0.190 | 77,486.00 | 5,424.02 | 14,722.34 | |
| Project | 0404302592101 | Fed/State Project Number | HSIP 0051(034) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0530 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 316,891.75 | 316,891.75 | |||
| 0535 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,380.65 | 0.00 | |||
| SUBTOT | $327,502.13 |
$1,853,133.56 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MP04302592101 | Fed/State Project Number | STP 9040(044) | 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 | |
| 0540 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,138.00 | 1,138.000 | 0.000 | 0.000 | 116.50 | 0.00 | |||
| 0545 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 325.00 | 325.000 | 0.000 | 0.000 | 95.29 | 0.00 | |||
| 0550 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,530.00 | 5,530.000 | 0.000 | 0.000 | 104.08 | 0.00 | |||
| 0555 | TEMPORARY SIGNS | 02562 | SQFT | 430.00 | 430.000 | 229.750 | 229.750 | 8.36 | 1,920.71 | |||
| 0560 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,415.57 | 0.00 | |||
| 0565 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0570 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 385.00 | 385.000 | 0.000 | 0.000 | 69.38 | 0.00 | |||
| 0575 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 90,000.00 | 90,000.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0580 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0585 | FUEL ADJUSTMENT | 10020NS | DOLL | 10,434.00 | 10,434.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0590 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 26,206.00 | 26,206.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0595 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | LF | 225.00 | 225.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0600 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 35.00 | 35.000 | 0.000 | 0.000 | 818.92 | 0.00 | |||
| Project | MP04302592101 | Fed/State Project Number | STP 9040(044) | Category | 0002 DEMOBILIZATION | |||||||
| 0605 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,380.64 | 0.00 | |||
| SUBTOT | $0.00 |
$1,855,054.27 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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