|
Report_Id: 245332 Est NO 0009 |
Date:09/16/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245332 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Friedlander, Paul J. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 08/24/2024 TO 09/06/2024 | ||||||
| Date Approved | 09/15/2024 | ||||||
| Primary Proj Number | BR01807832400 | ||||||
| Project No. | STP BRZ 9030 (444), STP BRZ 9030 (445) | ||||||
| Primary County | CALLOWAY | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 1 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 783 OVER MIDDLE FORK CLARKS RIVER (018B00045N) | ||||||
| Date Let | 01/25/2024 | Formal Acceptance | |||||
| Date Awarded | 02/06/2024 | Date Work Began | 05/15/2024 | ||||
| Date Contract Executed | 02/29/2024 | Open To Traffic | |||||
| Date NTP Issued | 02/29/2024 | Actual Completion Date | |||||
| Current Contract Amount | $4,342,726.51 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,342,726.51 |
Total Earnings | $1,383,611.75 |
$1,340,903.63 |
$42,708.12 |
|
| Percent Complete | 42.69 |
Stockpiled Materials | $470,395.51 |
$197,196.37 |
$273,199.14 |
|
| Funds Available | $2,488,719.25 |
Gross Earnings | $1,854,007.26 |
$1,538,100.00 |
$315,907.26 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,854,007.26 |
$1,538,100.00 |
$315,907.26 |
|||
| Contract Id | 245332 | Change Order Summary |
County | CALLOWAY | ||||||
| Estimate Nbr | 0009 | Project Number | STP BRZ 9030 (444), STP BRZ 9030 (445) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 08/24/2024 TO 09/06/2024 | |||||||
| 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 | 245332 | COMMONWEALTH OF KENTUCKY |
County | CALLOWAY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR01807832400 | ||||||
| Estimate Nbr | 0009 | Period | 08/24/2024 TO 09/06/2024 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR01807832400 | Fed/State Project Number | STP BRZ 9030 (444) | Category | 0001 BRIDGE - 018B00045N | |||||||
| 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 | CRUSHED STONE BASE | 00003 | TON | 265.00 | 265.000 | 0.000 | 0.000 | 34.79 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 268.73 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,156.19 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 230.00 | 230.000 | 0.000 | 0.000 | 144.48 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 207.97 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 890.71 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 16.05 | 0.00 | |||
| 0040 | EMBANKMENT IN PLACE | 02230 | CUYD | 194.00 | 194.000 | 0.000 | 0.000 | 88.14 | 0.00 | |||
| 0045 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 51.42 | 0.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,556.36 | 0.00 | |||
| 0055 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 225.83 | 0.00 | |||
| 0060 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 208.53 | 0.00 | |||
| 0065 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,505.23 | 26,505.23 | |||
| 0070 | EDGE KEY | 02585 | LF | 39.00 | 39.000 | 0.000 | 0.000 | 84.33 | 0.00 | |||
| 0075 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 11,999.33 | 10,199.43 | |||
| 0080 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,521.08 | 0.00 | |||
| 0085 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0090 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 52,983.02 | 45,035.56 | |||
| 0095 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 59.05 | 2,716.30 | |||
| 0100 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0105 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,400.93 | 86,400.93 | |||
| 0110 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 450.00 | 450.000 | 233.150 | 233.150 | 39.04 | 9,102.17 | |||
| 0115 | TEST PILES | 08033 | LF | 264.00 | 264.000 | 264.000 | 264.000 | 245.98 | 64,938.72 | |||
| 0120 | PILES-STEEL HP14X89 | 08051 | LF | 1,168.00 | 1,168.000 | 746.090 | 746.090 | 102.16 | 76,220.55 | |||
| 0125 | CONCRETE-CLASS A | 08100 | CUYD | 78.00 | 78.000 | 78.000 | 78.000 | 1,101.64 | 85,927.92 | |||
| 0130 | CONCRETE-CLASS AA | 08104 | CUYD | 165.00 | 165.000 | 165.000 | 165.000 | 1,597.20 | 263,538.00 | |||
| 0135 | STEEL REINFORCEMENT | 08150 | LB | 6,923.00 | 6,923.000 | 6,923.000 | 6,923.000 | 1.62 | 11,215.26 | |||
| 0140 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 47,929.00 | 47,929.000 | 47,929.000 | 47,929.000 | 1.67 | 80,041.43 | |||
| 0145 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 48.06 | 0.00 | |||
| 0150 | SAWCUT PAVEMENT | 20550ND | LF | 39.00 | 39.000 | 39.000 | 39.000 | 6.40 | 249.60 | |||
| 0155 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.750 | 0.750 | 7,500.00 | 5,625.00 | |||
| 0160 | DYNAMIC PILE TESTING | 23233EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,545.56 | 19,091.12 | |||
| 0165 | CONCRETE SEALING | 23378EC | SQFT | 11,633.00 | 11,633.000 | 0.000 | 0.000 | 1.94 | 0.00 | |||
| 0170 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 539.00 | 539.000 | 539.000 | 539.000 | 830.42 | 447,596.38 | |||
| 0175 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 364.00 | 364.000 | 364.000 | 0.000 | 364.000 | 117.33 | 42,708.12 | 42,708.12 | |
| 0180 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,462.69 | 0.00 | |||
| Project | BR01807832400 | Fed/State Project Number | STP BRZ 9030 (444) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0185 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 101,500.00 | 101,500.00 | |||
| 0190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,000.00 | 0.00 | |||
| SUBTOT | $42,708.12 |
$1,383,611.73 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0170-1-0I |
PPC I-BEAM TYPE HN 42-49 | FT |
539.00 | 0004 | $465.800000 | $238,514.60 | ||||||
0170-1-0A |
PPC I-BEAM TYPE HN 42-49 | FT |
539.00 | 0006 | $465.800000 | $-238,514.60 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR02803872400 | Fed/State Project Number | STP BRZ 9030 (445) | Category | 0001 BRIDGE - 028B00051N | |||||||
| 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 | |
| 0195 | CRUSHED STONE BASE | 00003 | TON | 1,005.00 | 1,005.000 | 0.000 | 0.000 | 65.98 | 0.00 | |||
| 0200 | ASPHALT SEAL AGGREGATE | 00100 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 231.10 | 0.00 | |||
| 0205 | ASPHALT SEAL COAT | 00103 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 1,184.42 | 0.00 | |||
| 0210 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,501.00 | 1,501.000 | 0.000 | 0.000 | 111.79 | 0.00 | |||
| 0215 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 485.00 | 485.000 | 0.000 | 0.000 | 148.81 | 0.00 | |||
| 0220 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,159.23 | 0.00 | |||
| 0225 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 16.05 | 0.00 | |||
| 0230 | ROADWAY EXCAVATION | 02200 | CUYD | 3,159.00 | 3,159.000 | 0.000 | 0.000 | 21.39 | 0.00 | |||
| 0235 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 51.42 | 0.00 | |||
| 0240 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,556.36 | 0.00 | |||
| 0245 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 225.83 | 0.00 | |||
| 0250 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 208.53 | 0.00 | |||
| 0255 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 209,104.51 | 0.00 | |||
| 0260 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,981.33 | 0.00 | |||
| 0265 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,666.13 | 0.00 | |||
| 0270 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0275 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 102.72 | 0.00 | |||
| 0280 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0285 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,038.90 | 0.00 | |||
| 0290 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.00 | 46.000 | 0.000 | 0.000 | 59.05 | 0.00 | |||
| 0295 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,920.00 | 2,920.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0300 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 46,256.12 | 0.00 | |||
| 0305 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,506.00 | 2,506.000 | 0.000 | 0.000 | 39.04 | 0.00 | |||
| 0310 | TEST PILES | 08033 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 319.07 | 0.00 | |||
| 0315 | PILES-STEEL HP12X53 | 08046 | LF | 636.00 | 636.000 | 0.000 | 0.000 | 74.66 | 0.00 | |||
| 0320 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 181.89 | 0.00 | |||
| 0325 | CONCRETE-CLASS A | 08100 | CUYD | 94.00 | 94.000 | 0.000 | 0.000 | 960.55 | 0.00 | |||
| 0330 | CONCRETE-CLASS AA | 08104 | CUYD | 153.00 | 153.000 | 0.000 | 0.000 | 2,078.26 | 0.00 | |||
| 0335 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 51,186.00 | 51,186.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
| 0340 | STRUCTURAL STEEL APPROX 320528 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,027,064.44 | 0.00 | |||
| 0345 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 0350 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 48.06 | 0.00 | |||
| 0355 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0360 | CONCRETE SEALING | 23378EC | SQFT | 8,347.00 | 8,347.000 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0365 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 357.00 | 357.000 | 0.000 | 0.000 | 118.39 | 0.00 | |||
| 0370 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,468.96 | 0.00 | |||
| Project | BR02803872400 | Fed/State Project Number | STP BRZ 9030 (445) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0375 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 101,500.00 | 0.00 | |||
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 31,000.00 | 0.00 | |||
| SUBTOT | $0.00 |
$1,383,611.73 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0340-1-0I |
Structural Steel | LS |
1.00 | 0004 | $1027064.440000 | $197,196.37 | ||||||
0340-2-0I |
Structural Steel | LS |
1.00 | 0009 | $273199.140000 | 273,199.14 | $273,199.14 | |||||
| SUBTOT | $470,395.51 |
|||||||||||