|
Report_Id: 141059 Est NO 0009 |
Date:09/08/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 141059 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Leonard, Jordan A. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | ADDR SN 0 VC Code VC0000115144 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 07/31/2015 TO 08/13/2015 | ||||||
| Date Approved | 08/24/2015 | ||||||
| Primary Proj Number | DE07300241459 | ||||||
| Project No. | FD04 SPP 073 0024 000-003 | ||||||
| Primary County | MCCRACKEN | ||||||
| Name of Road | I-24 | ||||||
| Description | I-24 | ||||||
| Date Let | 10/24/2014 | Formal Acceptance | |||||
| Date Awarded | 11/05/2014 | Date Work Began | 04/06/2015 | ||||
| Date Contract Executed | 11/18/2014 | Open To Traffic | |||||
| Date NTP Issued | 11/18/2014 | Actual Completion Date | 07/29/2015 | ||||
| Current Contract Amount | $3,125,415.61 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,125,415.61 |
Total Earnings | $2,589,331.48 |
$2,582,161.48 |
$7,170.00 |
|
| Percent Complete | 82.85 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $536,084.13 |
Gross Earnings | $2,589,331.48 |
$2,582,161.48 |
$7,170.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,589,331.48 |
$2,582,161.48 |
$7,170.00 |
|||
| Contract Id | 141059 | Change Order Summary |
County | MCCRACKEN | ||||||
| Estimate Nbr | 0009 | Project Number | FD04 SPP 073 0024 000-003 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | Period | 07/31/2015 TO 08/13/2015 | |||||||
| 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 | 141059 | COMMONWEALTH OF KENTUCKY |
County | MCCRACKEN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE07300241459 | ||||||
| Estimate Nbr | 0009 | Period | 07/31/2015 TO 08/13/2015 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC AND AFFILIATES | |||||||||
| Project | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | 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 | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | Category | 0001 PAVING | |||||||
| 0001 | DGA BASE | 00001 | TON | 3,402.00 | 3,402.000 | 2,040.200 | 2,040.200 | 35.41 | 72,243.48 | |||
| 0002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,301.00 | 3,301.000 | 1,748.750 | 1,748.750 | 34.11 | 59,649.86 | |||
| 0003 | ASPHALT SEAL AGGREGATE | 00100 | TON | 456.00 | 456.000 | 166.550 | 166.550 | 73.63 | 12,263.07 | |||
| 0004 | ASPHALT SEAL COAT | 00103 | TON | 54.70 | 54.700 | 34.150 | 34.150 | 854.36 | 29,176.39 | |||
| 0005 | LEVELING & WEDGING PG76-22 | 00194 | TON | 690.00 | 690.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0006 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 1,676.00 | 1,676.000 | 1,197.810 | 1,197.810 | 90.00 | 107,802.90 | |||
| 0007 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 2,435.00 | 2,435.000 | 1,880.180 | 1,880.180 | 84.00 | 157,935.12 | |||
| 0008 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 6,459.00 | 6,459.000 | 6,895.300 | 6,895.300 | 90.00 | 620,577.00 | |||
| 0009 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 6,500.00 | 6,500.000 | 7,000.000 | 7,000.000 | 1.53 | 10,710.00 | |||
| 0010 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0011 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 9,672.00 | 9,672.000 | 9,672.000 | 9,672.000 | 27.63 | 267,237.36 | |||
| 0012 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 51,380.00 | 51,380.000 | 45,629.000 | 45,629.000 | 0.24 | 10,950.96 | |||
| 0013 | JOINT ADHESIVE | 20071EC | LF | 62,568.00 | 62,568.000 | 41,360.000 | 41,360.000 | 0.54 | 22,334.40 | |||
| Project | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | Category | 0002 ROADWAY | |||||||
| 0014 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 325.00 | 325.000 | 325.000 | 325.000 | 6.00 | 1,950.00 | |||
| 0015 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0016 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 171.00 | 171.000 | 0.000 | 0.000 | 54.10 | 0.00 | |||
| 0017 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 711.21 | 0.00 | |||
| 0018 | ROADWAY EXCAVATION | 02200 | CUYD | 4,974.00 | 4,974.000 | 4,974.000 | 4,974.000 | 6.27 | 31,186.98 | |||
| 0019 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 412.50 | 412.500 | 412.500 | 412.500 | 21.00 | 8,662.50 | |||
| 0020 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 0021 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 2,300.00 | 16,100.00 | |||
| 0022 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0023 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0024 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 600.00 | 3,000.00 | |||
| 0025 | REMOVE GUARDRAIL | 02381 | LF | 22,656.25 | 22,656.250 | 22,906.250 | 22,906.250 | 1.75 | 40,085.93 | |||
| 0026 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0027 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 0028 | TEMPORARY SIGNS | 02562 | SQFT | 450.00 | 450.000 | 528.000 | 528.000 | 9.33 | 4,926.24 | |||
| 0029 | DITCHING AND SHOULDERING | 02575 | LF | 20,856.00 | 20,856.000 | 20,856.000 | 20,856.000 | 3.47 | 72,370.32 | |||
| 0030 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 102,361.32 | 102,361.32 | |||
| 0031 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 16,509.86 | 66,039.44 | |||
| 0032 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,781.96 | 37,781.96 | |||
| 0033 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,533.60 | 11,067.20 | |||
| 0034 | CRASH CUSHION TYPE IX | 02929 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0035 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,560.00 | 1,560.000 | 0.000 | 0.000 | 64.22 | 0.00 | |||
| 0036 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,500.00 | 8,500.000 | 11,300.000 | 11,300.000 | 1.00 | 11,300.00 | |||
| 0037 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 223.00 | 223.000 | 201.000 | 0.000 | 201.000 | 30.00 | 6,030.00 | 6,030.00 | |
| 0038 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 42.00 | 42.000 | 38.000 | 0.000 | 38.000 | 30.00 | 1,140.00 | 1,140.00 | |
| 0039 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 75,782.00 | 75,782.000 | 56,836.000 | 56,836.000 | 0.30 | 17,050.80 | |||
| 0040 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0041 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,800.00 | 5,800.000 | 820.000 | 820.000 | 2.25 | 1,845.00 | |||
| 0042 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0043 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 337.50 | 337.500 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0044 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0045 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 78.00 | 78.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0046 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 174.00 | 174.000 | 174.000 | 174.000 | 30.00 | 5,220.00 | |||
| 0047 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 47.00 | 47.000 | 61.000 | 61.000 | 30.00 | 1,830.00 | |||
| 0048 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 51.00 | 51.000 | 51.000 | 51.000 | 30.00 | 1,530.00 | |||
| 0049 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,965.00 | 0.00 | |||
| 0050 | FUEL ADJUSTMENT | 10020NS | DOLL | 16,895.00 | 16,895.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0051 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 42,435.00 | 42,435.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0052 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 300.00 | 300.000 | 186.000 | 186.000 | 60.00 | 11,160.00 | |||
| 0053 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 21,950.00 | 21,950.000 | 22,161.500 | 22,161.500 | 14.94 | 331,092.81 | |||
| 0054 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,994.85 | 15,994.85 | |||
| 0055 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 28,084.00 | 28,084.000 | 29,382.000 | 29,382.000 | 0.60 | 17,629.20 | |||
| 0056 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 22,870.00 | 22,870.000 | 22,877.000 | 22,877.000 | 0.60 | 13,726.20 | |||
| 0057 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 880.00 | 880.000 | 963.000 | 963.000 | 1.20 | 1,155.60 | |||
| 0058 | INLAID PAVEMENT MARKER | 24489EC | EACH | 521.00 | 521.000 | 512.000 | 512.000 | 35.00 | 17,920.00 | |||
| Project | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | Category | 0003 DRAINAGE | |||||||
| 0059 | FLUME INLET TYPE 1 | 01690 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0060 | CHANNEL LINING CLASS II | 02483 | TON | 200.00 | 200.000 | 106.260 | 106.260 | 50.25 | 5,339.56 | |||
| 0061 | CHANNEL LINING CLASS III | 02484 | TON | 200.00 | 200.000 | 20.790 | 20.790 | 51.20 | 1,064.44 | |||
| 0062 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,269.05 | 4,269.05 | |||
| 0063 | REPLACE GRATE | 22660EN | LB | 161.00 | 161.000 | 0.000 | 0.000 | 20.38 | 0.00 | |||
| 0064 | CONCRETE WEDGE CURB | 22883EN | LF | 10,633.00 | 10,633.000 | 11,147.000 | 11,147.000 | 7.75 | 86,389.25 | |||
| Project | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | Category | 0004 TRAFFIC LOOPS-PLANNING | |||||||
| 0065 | CONDUIT-1 1/4 IN | 04793 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| 0066 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 30.000 | 30.000 | 10.00 | 300.00 | |||
| 0067 | TRENCHING AND BACKFILLING | 04820 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 5.00 | 200.00 | |||
| 0068 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | |||
| 0069 | LOOP WIRE | 04830 | LF | 1,700.00 | 1,700.000 | 1,548.000 | 1,548.000 | 1.75 | 2,709.00 | |||
| 0070 | LOOP SAW SLOT AND FILL | 04895 | LF | 370.00 | 370.000 | 504.000 | 504.000 | 10.00 | 5,040.00 | |||
| 0071 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0072 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 350.00 | 1,400.00 | |||
| 0073 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 750.00 | 2,250.00 | |||
| Project | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | Category | 0005 TRAFFIC LOOPS-REPAIR | |||||||
| 0074 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0075 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 0076 | TRENCHING AND BACKFILLING | 04820 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0077 | LOOP WIRE | 04830 | LF | 320.00 | 320.000 | 334.000 | 334.000 | 1.75 | 584.50 | |||
| 0078 | CABLE-NO. 14/1 PAIR | 04850 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 1.25 | 62.50 | |||
| 0079 | LOOP SAW SLOT AND FILL | 04895 | LF | 120.00 | 120.000 | 127.000 | 127.000 | 20.00 | 2,540.00 | |||
| Project | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | Category | 0006 LIGHTING | |||||||
| 0080 | POLE 40 FT MTG HT | 04701 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,300.00 | 9,100.00 | |||
| 0081 | BRACKET 15 FT | 04725 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 600.00 | 4,200.00 | |||
| 0082 | POLE BASE | 04740 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 750.00 | 5,250.00 | |||
| 0083 | TRANSFORMER BASE | 04750 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 375.00 | 2,625.00 | |||
| 0084 | HPS LUMINAIRE | 04770 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 575.00 | 4,025.00 | |||
| 0085 | FUSED CONNECTOR KIT | 04780 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 85.00 | 1,190.00 | |||
| 0086 | CONDUIT-1 1/4 IN | 04793 | LF | 1,650.00 | 1,650.000 | 1,494.000 | 1,494.000 | 8.25 | 12,325.50 | |||
| 0087 | CONDUIT-2 IN | 04795 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0088 | TRENCHING AND BACKFILLING | 04820 | LF | 1,775.00 | 1,775.000 | 1,494.000 | 1,494.000 | 5.00 | 7,470.00 | |||
| 0089 | WIRE-NO. 12 | 04832 | LF | 1,260.00 | 1,260.000 | 1,195.000 | 1,195.000 | 0.75 | 896.25 | |||
| 0090 | WIRE-NO. 6 | 04834 | LF | 5,100.00 | 5,100.000 | 4,843.000 | 4,843.000 | 1.50 | 7,264.50 | |||
| 0091 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0092 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0093 | BORE AND JACK CONDUIT | 21543EN | LF | 90.00 | 90.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| Project | DE07300241459 | Fed/State Project Number | FD04 SPP 073 0024 000-003 | Category | 0007 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0094 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 143,700.00 | 143,700.00 | |||
| 0095 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 48,115.00 | 0.00 | |||
| SUBTOT | $7,170.00 |
$2,589,331.47 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0053-1-0I |
GDRAIL GALV AW .109 | LF |
17,875.00 | 0004 | $10.810000 | $183,567.31 | ||||||
0053-1-0A |
GDRAIL GALV AW .109 | LF |
17,875.00 | 0005 | $10.810000 | $-183,567.31 | ||||||
| SUBTOT | $0.00 |
|||||||||||