|
Report_Id: 211011 Est NO 0005 |
Date:08/12/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211011 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Turner, Dustin | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 07/01/2021 TO 07/08/2021 | ||||||
| Date Approved | 07/23/2021 | ||||||
| Primary Proj Number | DE07300242111 | ||||||
| Project No. | HSIP 0241(093) | ||||||
| Primary County | MCCRACKEN | ||||||
| Name of Road | PADUCAH-TENNESSEE STATE LINE ROAD(I-24) | ||||||
| Description | EXTENSION OF ACCELERATOIN LANE AND BRIDGE WIDENING ON EASTBO UND I-24 FROM MP 4.49 TO MP 4.76 IN McCRACKEN COUNTY | ||||||
| Date Let | 03/19/2021 | Formal Acceptance | |||||
| Date Awarded | 03/30/2021 | Date Work Began | 05/15/2021 | ||||
| Date Contract Executed | 04/23/2021 | Open To Traffic | |||||
| Date NTP Issued | 04/23/2021 | Actual Completion Date | |||||
| Current Contract Amount | $990,027.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $990,027.85 |
Total Earnings | $483,160.74 |
$464,023.08 |
$19,137.66 |
|
| Percent Complete | 51.41 |
Stockpiled Materials | $25,828.50 |
$25,828.50 |
$0.00 |
|
| Funds Available | $481,038.61 |
Gross Earnings | $508,989.24 |
$489,851.58 |
$19,137.66 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $508,989.24 |
$489,851.58 |
$19,137.66 |
|||
| Contract Id | 211011 | Change Order Summary |
County | MCCRACKEN | ||||||
| Estimate Nbr | 0005 | Project Number | HSIP 0241(093) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | Period | 07/01/2021 TO 07/08/2021 | |||||||
| 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 | 211011 | COMMONWEALTH OF KENTUCKY |
County | MCCRACKEN | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE07300242111 | ||||||
| Estimate Nbr | 0005 | Period | 07/01/2021 TO 07/08/2021 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | |||||||||
| Project | DE07300242111 | Fed/State Project Number | HSIP 0241(093) | 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 | DE07300242111 | Fed/State Project Number | HSIP 0241(093) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,289.00 | 1,289.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 229.01 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,321.17 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 168.00 | 168.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 470.00 | 470.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 238.00 | 238.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 83.00 | 83.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | TON | 125.00 | 125.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| Project | DE07300242111 | Fed/State Project Number | HSIP 0241(093) | Category | 0002 ROADWAY | |||||||
| 0050 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0055 | REMOVE PAVEMENT | 02091 | SQYD | 1,150.00 | 1,150.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0060 | EMBANKMENT IN PLACE | 02230 | CUYD | 577.00 | 577.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0065 | WATER | 02242 | MGAL | 14.00 | 14.000 | 0.000 | 0.000 | 51.31 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 978.00 | 978.000 | 0.000 | 0.000 | 26.27 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0080 | REMOVE GUARDRAIL CON TO BR END | 02372 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 135.00 | 270.00 | |||
| 0085 | REMOVE GUARDRAIL | 02381 | LF | 550.00 | 550.000 | 550.000 | 550.000 | 4.78 | 2,629.00 | |||
| 0090 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 135.00 | 135.00 | |||
| 0095 | CLEARING AND GRUBBING 0.5 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 255.00 | 255.000 | 255.000 | 255.000 | 14.13 | 3,603.15 | |||
| 0105 | EDGE KEY | 02585 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0110 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 14,000.00 | 7,000.00 | |||
| 0115 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0120 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 127.50 | 0.00 | |||
| 0125 | SHOULDER RUMBLE STRIPS | 02696 | LF | 1,320.00 | 1,320.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.29 | 0.00 | |||
| 0135 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0140 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0145 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 12,500.00 | 6,250.00 | |||
| 0150 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,322.38 | 2,644.76 | |||
| 0155 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 7,707.02 | 3,853.51 | |||
| 0160 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 230.00 | 230.000 | 1,860.000 | 1,860.000 | 44.00 | 81,840.00 | |||
| 0165 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 9,400.00 | 9,400.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0170 | INITIAL FERTILIZER | 05963 | TON | 0.03 | 0.030 | 0.000 | 0.000 | 2,902.33 | 0.00 | |||
| 0175 | MAINTENANCE FERTILIZER | 05964 | TON | 0.05 | 0.050 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0180 | SEEDING AND PROTECTION | 05985 | SQYD | 9,400.00 | 9,400.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0185 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0190 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 275.00 | 275.000 | 1,124.000 | 1,124.000 | 1.00 | 1,124.00 | |||
| 0195 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 4,275.00 | 4,275.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0205 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0210 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0215 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,315.00 | 1,315.000 | 0.000 | 0.000 | 6.27 | 0.00 | |||
| 0220 | INLAID PAVEMENT MARKER | 24489EC | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0225 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,256.14 | 0.00 | |||
| 8000 | EROSION CONTROL BLANKET | 40032 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 1.71 | 0.00 | |||
| 8001 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 0.00 | 0.000 | 0.000 | 0.000 | 101.22 | 0.00 | |||
| Project | DE07300242111 | Fed/State Project Number | HSIP 0241(093) | Category | 0003 BRIDGE | |||||||
| 0230 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 70.00 | 70.000 | 0.000 | 0.000 | 65.99 | 0.00 | |||
| 0235 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 31.00 | 31.000 | 31.000 | 31.000 | 2,058.36 | 63,809.16 | |||
| 0240 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 20.30 | 20.300 | 0.000 | 0.000 | 60.42 | 0.00 | |||
| 0245 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0250 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 125.00 | 125.000 | 105.130 | 0.000 | 105.130 | 34.66 | 3,643.80 | 3,643.80 | |
| 0255 | TEST PILES | 08033 | LF | 356.00 | 356.000 | 356.000 | 356.000 | 336.58 | 119,822.48 | |||
| 0260 | PILES-16 IN | 08068 | LF | 632.00 | 632.000 | 390.000 | 390.000 | 139.78 | 54,514.20 | |||
| 0265 | CONCRETE-CLASS A | 08100 | CUYD | 59.50 | 59.500 | 10.400 | 49.100 | 59.500 | 1,389.97 | 14,455.68 | 82,703.21 | |
| 0270 | CONCRETE-CLASS AA | 08104 | CUYD | 51.10 | 51.100 | 0.000 | 0.000 | 1,568.24 | 0.00 | |||
| 0275 | STEEL REINFORCEMENT | 08150 | LB | 1,507.00 | 1,507.000 | 754.000 | 753.000 | 1,507.000 | 1.24 | 934.96 | 1,868.68 | |
| 0280 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 18,843.00 | 18,843.000 | 80.000 | 4,665.000 | 4,745.000 | 1.29 | 103.20 | 6,121.05 | |
| 0285 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 23.50 | 23.500 | 0.000 | 0.000 | 394.25 | 0.00 | |||
| 0290 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 109.30 | 109.300 | 0.000 | 0.000 | 438.53 | 0.00 | |||
| 0295 | CONCRETE SEALING | 23378EC | SQFT | 4,005.00 | 4,005.000 | 0.000 | 0.000 | 1.77 | 0.00 | |||
| 0300 | INSIDE FIT SNUB NOSE CONICAL POINT-16 IN | 23825EC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 444.06 | 5,328.72 | |||
| 0305 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 134.20 | 134.200 | 0.000 | 0.000 | 158.02 | 0.00 | |||
| Project | DE07300242111 | Fed/State Project Number | HSIP 0241(093) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0310 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 14,810.00 | 0.00 | |||
| 0315 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| SUBTOT | $19,137.65 |
$483,160.73 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0290-1-0I |
BOX BEAM, B | LF |
109.30 | 0003 | $236.310000 | $25,828.50 | ||||||
| SUBTOT | $25,828.50 |
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