|
Report_Id: 184109 Est NO 0013 |
Date:10/30/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 184109 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Overstreet, Cole A. | ||||||
| Contractor | CROWN CONTRACTING & PAVING LLC | ADDR SN 0 VC Code KY0019385 | |||||
| LLC | |||||||
| 11000 HWY 62 WEST | |||||||
| PRINCETON , KY , 42445 | |||||||
| Pay Period | 09/20/2019 TO 10/03/2019 | ||||||
| Date Approved | 10/14/2019 | ||||||
| Primary Proj Number | 0205401121801 | ||||||
| Project No. | HSIP 9010 (325) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | ILSLEY ROAD (KY 112) | ||||||
| Description | FROM CRABTREE LOOP EXTENDING NORTHEAST TO OAKWOOD AVENUE | ||||||
| Date Let | 08/24/2018 | Formal Acceptance | |||||
| Date Awarded | 08/31/2018 | Date Work Began | 03/22/2019 | ||||
| Date Contract Executed | 09/27/2018 | Open To Traffic | |||||
| Date NTP Issued | 09/27/2018 | Actual Completion Date | |||||
| Current Contract Amount | $1,357,092.56 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,357,092.56 |
Total Earnings | $512,516.51 |
$400,392.37 |
$112,124.14 |
|
| Percent Complete | 37.77 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $844,576.05 |
Gross Earnings | $512,516.51 |
$400,392.37 |
$112,124.14 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $512,516.51 |
$400,392.37 |
$112,124.14 |
|||
| Contract Id | 184109 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0013 | Project Number | HSIP 9010 (325) | |||||||
| Contractor | CROWN CONTRACTING & PAVING LLC | Period | 09/20/2019 TO 10/03/2019 | |||||||
| 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 | 184109 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0205401121801 | ||||||
| Estimate Nbr | 0013 | Period | 09/20/2019 TO 10/03/2019 | |||||||
| Contractor | CROWN CONTRACTING & PAVING LLC | |||||||||
| Project | 0205401121801 | Fed/State Project Number | HSIP 9010 (325) | 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 | 0205401121801 | Fed/State Project Number | HSIP 9010 (325) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 760.00 | 760.000 | 141.530 | 72.920 | 214.450 | 26.40 | 3,736.39 | 5,661.48 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 67.00 | 67.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 131.00 | 131.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 14.90 | 14.900 | 0.000 | 0.000 | 720.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 759.00 | 759.000 | 26.550 | 26.550 | 102.00 | 2,708.10 | |||
| 0030 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,526.00 | 2,526.000 | 88.270 | 52.740 | 141.010 | 102.00 | 9,003.54 | 14,383.02 | |
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 39.00 | 39.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 465.00 | 0.00 | |||
| 0050 | MOBILIZATION FOR MILL & TEXT (HOPKINS KY 112) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 123.00 | 123.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| Project | 0205401121801 | Fed/State Project Number | HSIP 9010 (325) | Category | 0002 ROADWAY | |||||||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 81.00 | 81.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0070 | REMOVE PAVEMENT | 02091 | SQYD | 250.00 | 250.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 19,767.00 | 19,767.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 9,884.00 | 9,884.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0085 | EMBANKMENT IN PLACE | 02230 | CUYD | 4,314.00 | 4,314.000 | 712.000 | 1,035.000 | 1,747.000 | 23.30 | 16,589.60 | 40,705.10 | |
| 0090 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0095 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 2,550.00 | 0.00 | |||
| 0105 | REMOVE GUARDRAIL | 02381 | LF | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | |||
| 0115 | REMOVE TREES OR STUMPS | 02460 | EACH | 14.00 | 14.000 | 27.000 | 27.000 | 500.00 | 13,500.00 | |||
| 0120 | DITCHING AND SHOULDERING | 02575 | LF | 17,366.00 | 17,366.000 | 1,343.000 | 10,616.000 | 11,959.000 | 4.00 | 5,372.00 | 47,836.00 | |
| 0125 | MAINTAIN & CONTROL TRAFFIC (HOPKINS KY 112) | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 12,000.00 | 9,000.00 | |||
| 0130 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0135 | TEMP SILT FENCE | 02701 | LF | 19,767.00 | 19,767.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE A | 02703 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0145 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0150 | SILT TRAP TYPE C | 02705 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0160 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0165 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0170 | STAKING (HOPKINS KY 112) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0175 | RAILROAD RAILS-DRILLED | 03234 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0180 | EXCAVATION AND BACKFILL | 03235 | CUYD | 80.00 | 80.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0185 | CRIBBING | 03236 | SQFT | 500.00 | 500.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0190 | TREE TRIMMING | 03271 | LF | 7,900.00 | 7,900.000 | 8,040.000 | 8,040.000 | 7.25 | 58,290.00 | |||
| 0195 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0200 | TEMP MULCH | 05952 | SQYD | 110,000.00 | 110,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0205 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 27,500.00 | 27,500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0210 | INITIAL FERTILIZER | 05963 | TON | 1.80 | 1.800 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0215 | 20-10-10 FERTILIZER | 05964 | TON | 2.90 | 2.900 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0220 | SEEDING AND PROTECTION | 05985 | SQYD | 43,400.00 | 43,400.000 | 10,498.220 | 0.000 | 10,498.220 | 0.65 | 6,823.84 | 6,823.84 | |
| 0225 | AGRICULTURAL LIMESTONE | 05992 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0230 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 10,582.00 | 10,582.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0235 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 10,962.00 | 10,962.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0245 | GUARDRAIL-BRIDGE CASE I | 08805 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0250 | GUARDRAIL-BRIDGE CASE I-A | 08806 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0255 | PRECAST CONC BRIDGE RAIL BLOCK | 08810 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0260 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,113.00 | 5,113.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0265 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 12,843.00 | 12,843.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 784.00 | 784.000 | 177.000 | 110.000 | 287.000 | 5.50 | 973.50 | 1,578.50 | |
| 0275 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 3,762.50 | 3,762.500 | 0.000 | 0.000 | 14.55 | 0.00 | |||
| Project | 0205401121801 | Fed/State Project Number | HSIP 9010 (325) | Category | 0003 DRAINAGE | |||||||
| 0280 | ENTRANCE PIPE-15 IN | 00440 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0285 | ENTRANCE PIPE-18 IN | 00441 | LF | 60.00 | 60.000 | 40.000 | 16.000 | 56.000 | 65.00 | 2,600.00 | 3,640.00 | |
| 0290 | CULVERT PIPE-15 IN | 00461 | LF | 72.00 | 72.000 | 40.000 | 40.000 | 150.00 | 6,000.00 | |||
| 0295 | CULVERT PIPE-18 IN | 00462 | LF | 400.00 | 400.000 | 348.000 | 348.000 | 165.00 | 57,420.00 | |||
| 0300 | CULVERT PIPE-24 IN | 00464 | LF | 100.00 | 100.000 | 80.000 | 80.000 | 170.00 | 13,600.00 | |||
| 0305 | REMOVE PIPE | 01310 | LF | 279.00 | 279.000 | 8.000 | 331.000 | 339.000 | 20.00 | 160.00 | 6,780.00 | |
| 0310 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 3.00 | 3.000 | 4.000 | 0.000 | 4.000 | 2,700.00 | 10,800.00 | 10,800.00 | |
| 0315 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 0320 | CHANNEL LINING CLASS II | 02483 | TON | 250.00 | 250.000 | 272.910 | 272.910 | 30.00 | 8,187.30 | |||
| 0325 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 140.00 | 140.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0330 | REMOVE HEADWALL | 02625 | EACH | 50.00 | 50.000 | 49.000 | 49.000 | 400.00 | 19,600.00 | |||
| 0335 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,577.00 | 11,577.000 | 5,611.670 | 0.000 | 5,611.670 | 1.60 | 8,978.67 | 8,978.67 | |
| 0340 | FOUNDATION PREPARATION (STA 112+24) | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,000.00 | 4,000.00 | 4,000.00 | |
| 0345 | FOUNDATION PREPARATION (STA 146+51) | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,500.00 | 3,500.00 | 3,500.00 | |
| 0350 | FOUNDATION PREPARATION (STA 168+28) | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,500.00 | 3,500.00 | 3,500.00 | |
| 0355 | FOUNDATION PREPARATION (STA 202+50) | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 4,000.00 | 4,000.00 | 4,000.00 | |
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 49.30 | 49.300 | 26.000 | 27.910 | 53.910 | 1,200.00 | 31,200.00 | 64,692.00 | |
| 0365 | STEEL REINFORCEMENT | 08150 | LB | 3,975.00 | 3,975.000 | 806.000 | 3,169.000 | 3,975.000 | 1.10 | 886.60 | 4,372.50 | |
| 0370 | SAFETY BOX INLET-15 IN SDB-1 | 24395EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0375 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 15 INCH | 24575ES610 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,130.00 | 4,260.00 | |||
| 0380 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 18 INCH | 24575ES610 | EACH | 33.00 | 33.000 | 28.000 | 28.000 | 2,500.00 | 70,000.00 | |||
| 0385 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 24 INCH | 24575ES610 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 2,900.00 | 8,700.00 | |||
| Project | 0205401121801 | Fed/State Project Number | HSIP 9010 (325) | Category | 0004 SIGNING | |||||||
| 0390 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 65.30 | 65.300 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0395 | STEEL POST TYPE 1 | 06410 | LF | 282.00 | 282.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0400 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0405 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0410 | BARCODE SIGN INVENTORY | 24631EC | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| Project | 0205401121801 | Fed/State Project Number | HSIP 9010 (325) | Category | 0005 DEMOBILIZATION | |||||||
| 0415 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,357.00 | 0.00 | |||
| SUBTOT | $112,124.14 |
$512,516.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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