|
Report_Id: 235404 Est NO 0005 |
Date:10/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235404 | Estimate Number | 0005 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 09/08/2023 TO 09/21/2023 | ||||||
| Date Approved | 10/02/2023 | ||||||
| Primary Proj Number | BR07904022300 | ||||||
| Project No. | STP BRZ 9030 (414), STP BRZ 9030 (405) | ||||||
| Primary County | LYON | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 1 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 402 OVER MARTIN CREEK | ||||||
| Date Let | 05/25/2023 | Formal Acceptance | |||||
| Date Awarded | 06/06/2023 | Date Work Began | 07/17/2023 | ||||
| Date Contract Executed | 06/28/2023 | Open To Traffic | |||||
| Date NTP Issued | 06/26/2023 | Actual Completion Date | |||||
| Current Contract Amount | $1,499,724.29 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,499,724.29 |
Total Earnings | $1,209,493.74 |
$1,027,781.68 |
$181,712.06 |
|
| Percent Complete | 80.65 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $290,230.55 |
Gross Earnings | $1,209,493.74 |
$1,027,781.68 |
$181,712.06 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,209,493.74 |
$1,027,781.68 |
$181,712.06 |
|||
| Contract Id | 235404 | Change Order Summary |
County | LYON | ||||||
| Estimate Nbr | 0005 | Project Number | STP BRZ 9030 (414), STP BRZ 9030 (405) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 09/08/2023 TO 09/21/2023 | |||||||
| 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 | 235404 | COMMONWEALTH OF KENTUCKY |
County | LYON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR07904022300 | ||||||
| Estimate Nbr | 0005 | Period | 09/08/2023 TO 09/21/2023 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR07219432300 | Fed/State Project Number | STP BRZ 9030 (414) | Category | 0001 BRIDGE - 072B00027N | |||||||
| 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 | DGA BASE | 00001 | TON | 150.00 | 150.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0200 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0205 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0210 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 174.00 | 174.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0215 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0220 | GRANULAR EMBANKMENT | 02223 | CUYD | 173.00 | 173.000 | 63.310 | 104.200 | 167.510 | 51.10 | 3,235.14 | 8,559.76 | |
| 0225 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,518.00 | 1,518.000 | 1,518.000 | 0.000 | 1,518.000 | 32.00 | 48,576.00 | 48,576.00 | |
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 80.11 | 0.00 | |||
| 0235 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,965.36 | 0.00 | |||
| 0240 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 8,407.66 | 2,101.91 | 8,407.66 | |
| 0245 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 40.000 | 0.000 | 40.000 | 104.03 | 4,161.20 | 4,161.20 | |
| 0250 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 8,107.11 | 2,026.77 | 8,107.11 | |
| 0255 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0260 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0265 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0270 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 59.92 | 2,876.16 | |||
| 0275 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0280 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,000.00 | 27,000.00 | |||
| 0285 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 390.00 | 390.000 | 126.270 | 166.420 | 292.690 | 37.58 | 4,745.22 | 10,999.29 | |
| 0290 | TEST PILES | 08033 | LF | 145.00 | 145.000 | 145.000 | 145.000 | 242.58 | 35,174.10 | |||
| 0295 | PILES-STEEL HP12X53 | 08046 | LF | 541.00 | 541.000 | 602.000 | 602.000 | 72.57 | 43,687.14 | |||
| 0300 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 195.69 | 1,956.90 | |||
| 0305 | CONCRETE-CLASS A | 08100 | CUYD | 26.50 | 26.500 | 26.500 | 26.500 | 964.90 | 25,569.85 | |||
| 0310 | CONCRETE-CLASS AA | 08104 | CUYD | 47.00 | 47.000 | 6.000 | 41.000 | 47.000 | 2,234.69 | 13,408.14 | 105,030.43 | |
| 0315 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 7,984.00 | 7,984.000 | 7,984.000 | 7,984.000 | 2.09 | 16,686.56 | |||
| 0320 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 504.00 | 504.000 | 504.000 | 504.000 | 388.50 | 195,804.00 | |||
| 0325 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 5,000.00 | 1,250.00 | 3,750.00 | |
| 0330 | SNOW FENCE | 21476ED | LF | 710.00 | 710.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0335 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 237.50 | 237.500 | 0.000 | 0.000 | 36.26 | 0.00 | |||
| 0340 | CONCRETE SEALING | 23378EC | SQFT | 3,112.00 | 3,112.000 | 0.000 | 0.000 | 2.58 | 0.00 | |||
| 0345 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 168.00 | 168.000 | 0.000 | 0.000 | 245.73 | 0.00 | |||
| Project | BR07219432300 | Fed/State Project Number | STP BRZ 9030 (414) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0350 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,096.00 | 0.00 | |||
| SUBTOT | $79,504.40 |
$651,346.16 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR07904022300 | Fed/State Project Number | STP BRZ 9030 (405) | Category | 0001 BRIDGE - 079B00037N | |||||||
| 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 | 212.00 | 212.000 | 85.190 | 0.000 | 85.190 | 35.00 | 2,981.65 | 2,981.65 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 299.00 | 299.000 | 45.330 | 0.000 | 45.330 | 150.00 | 6,799.50 | 6,799.50 | |
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 48.00 | 48.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 12.95 | 0.00 | |||
| 0040 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 29.18 | 0.00 | |||
| 0045 | ROADWAY EXCAVATION | 02200 | CUYD | 391.00 | 391.000 | 391.000 | 391.000 | 36.21 | 14,158.11 | |||
| 0050 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 37.50 | 37.500 | 0.000 | 0.000 | 38.10 | 0.00 | |||
| 0055 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,965.36 | 0.00 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 291.00 | 291.000 | 427.000 | 427.000 | 8.57 | 3,659.39 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,081.36 | 0.00 | |||
| 0070 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,407.66 | 8,407.66 | |||
| 0075 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 8,107.11 | 4,053.55 | |||
| 0080 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0085 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 5,000.00 | 3,750.00 | |||
| 0090 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0095 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 51.00 | 51.000 | 51.000 | 0.000 | 51.000 | 59.22 | 3,020.22 | 3,020.22 | |
| 0100 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 21.00 | 21.000 | 0.000 | 0.000 | 102.69 | 0.00 | |||
| 0105 | STEEL POST TYPE 1 | 06410 | LF | 35.25 | 35.250 | 0.000 | 0.000 | 65.89 | 0.00 | |||
| 0110 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,068.00 | 1,068.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0115 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0120 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 423.00 | 423.000 | 189.760 | 189.760 | 40.55 | 7,694.76 | |||
| 0125 | TEST PILES | 08033 | LF | 185.00 | 185.000 | 185.000 | 185.000 | 204.33 | 37,801.05 | |||
| 0130 | PILES-STEEL HP12X53 | 08046 | LF | 895.00 | 895.000 | 828.000 | 828.000 | 72.57 | 60,087.96 | |||
| 0135 | CONCRETE-CLASS A | 08100 | CUYD | 35.50 | 35.500 | 35.500 | 35.500 | 943.25 | 33,485.37 | |||
| 0140 | CONCRETE-CLASS AA | 08104 | CUYD | 38.10 | 38.100 | 38.100 | 0.000 | 38.100 | 2,315.83 | 88,233.12 | 88,233.12 | |
| 0145 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 7,556.00 | 7,556.000 | 556.000 | 7,000.000 | 7,556.000 | 2.11 | 1,173.16 | 15,943.16 | |
| 0150 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 483.00 | 483.000 | 483.000 | 483.000 | 346.94 | 167,572.02 | |||
| 0155 | SAWCUT PAVEMENT | 20550ND | LF | 45.00 | 45.000 | 0.000 | 0.000 | 11.86 | 0.00 | |||
| 0160 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.77 | 0.00 | |||
| 0165 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
| 0170 | CONCRETE SEALING | 23378EC | SQFT | 3,593.00 | 3,593.000 | 0.000 | 0.000 | 2.29 | 0.00 | |||
| 0175 | BARCODE SIGN INVENTORY | 24631EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 37.89 | 0.00 | |||
| 0180 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 138.00 | 138.000 | 0.000 | 0.000 | 180.57 | 0.00 | |||
| 0185 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,202.16 | 0.00 | |||
| Project | BR07904022300 | Fed/State Project Number | STP BRZ 9030 (405) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0190 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,096.00 | 0.00 | |||
| SUBTOT | $102,207.65 |
$1,209,493.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||