|
Report_Id: 235313 Est NO 0008 |
Date:01/26/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235313 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01340) 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 | 12/16/2023 TO 12/31/2023 | ||||||
| Date Approved | 01/07/2024 | ||||||
| Primary Proj Number | BR03801662300 | ||||||
| Project No. | STP BRZ 9030 (416) | ||||||
| Primary County | FULTON | ||||||
| Name of Road | KY 166 over Mud Creek | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 166 OVER MUD CREEK (038 B00023N) | ||||||
| Date Let | 07/20/2023 | Formal Acceptance | |||||
| Date Awarded | 07/31/2023 | Date Work Began | 09/25/2023 | ||||
| Date Contract Executed | 08/31/2023 | Open To Traffic | |||||
| Date NTP Issued | 08/31/2023 | Actual Completion Date | |||||
| Current Contract Amount | $1,215,365.33 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,215,365.33 |
Total Earnings | $1,118,577.67 |
$1,044,408.59 |
$74,169.08 |
|
| Percent Complete | 92.04 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $96,787.66 |
Gross Earnings | $1,118,577.67 |
$1,044,408.59 |
$74,169.08 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,118,577.67 |
$1,044,408.59 |
$74,169.08 |
|||
| Contract Id | 235313 | Change Order Summary |
County | FULTON | ||||||
| Estimate Nbr | 0008 | Project Number | STP BRZ 9030 (416) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 12/16/2023 TO 12/31/2023 | |||||||
| 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 | 235313 | COMMONWEALTH OF KENTUCKY |
County | FULTON | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR03801662300 | ||||||
| Estimate Nbr | 0008 | Period | 12/16/2023 TO 12/31/2023 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | BR03801662300 | Fed/State Project Number | STP BRZ 9030 (416) | 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 | BR03801662300 | Fed/State Project Number | STP BRZ 9030 (416) | Category | 0001 BRIDGE - 038B00023N | |||||||
| 0005 | DGA BASE | 00001 | TON | 500.00 | 500.000 | 131.890 | 262.000 | 393.890 | 50.00 | 6,594.50 | 19,694.50 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 6.00 | 6.000 | 8.180 | 0.000 | 8.180 | 1,000.00 | 8,180.00 | 8,180.00 | |
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 665.00 | 665.000 | 544.080 | 544.080 | 130.00 | 70,730.40 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 73.00 | 73.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 6.000 | 0.000 | 6.000 | 15.41 | 92.46 | 92.46 | |
| 0035 | ROADWAY EXCAVATION REVISED 7-11-2023 | 02200 | CUYD | 367.33 | 367.330 | 367.330 | 367.330 | 70.00 | 25,713.10 | |||
| 0040 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 200.00 | 200.000 | 200.000 | 0.000 | 200.000 | 44.08 | 8,816.00 | 8,816.00 | |
| 0045 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 4,455.03 | 17,820.12 | 17,820.12 | |
| 0050 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,791.06 | 12,791.06 | |||
| 0055 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 168.81 | 6,752.40 | |||
| 0060 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,461.57 | 13,461.57 | |||
| 0065 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,707.70 | 5,123.10 | |||
| 0070 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0075 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 98,923.13 | 98,923.13 | |||
| 0080 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 59.00 | 59.000 | 59.000 | 59.000 | 71.96 | 4,245.64 | |||
| 0085 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,153.00 | 1,153.000 | 2,111.000 | 0.000 | 2,111.000 | 1.00 | 2,111.00 | 2,111.00 | |
| 0090 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,066.63 | 33,066.63 | |||
| 0095 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 580.00 | 580.000 | 448.150 | 448.150 | 48.83 | 21,883.16 | |||
| 0100 | TEST PILES | 08033 | LF | 190.00 | 190.000 | 190.000 | 190.000 | 243.32 | 46,230.80 | |||
| 0105 | PILES-STEEL HP14X89 | 08051 | LF | 1,106.00 | 1,106.000 | 968.450 | 968.450 | 97.44 | 94,365.76 | |||
| 0110 | CONCRETE-CLASS A | 08100 | CUYD | 49.30 | 49.300 | 49.300 | 49.300 | 993.54 | 48,981.52 | |||
| 0115 | CONCRETE-CLASS AA | 08104 | CUYD | 42.30 | 42.300 | 42.300 | 42.300 | 2,659.41 | 112,493.04 | |||
| 0120 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,956.00 | 9,956.000 | 9,956.000 | 9,956.000 | 2.45 | 24,392.20 | |||
| 0125 | PRECAST PC BOX BEAM CB42-48 | 08666 | LF | 644.00 | 644.000 | 644.000 | 644.000 | 575.06 | 370,338.64 | |||
| 0130 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 90.00 | 360.00 | 360.00 | |
| 0135 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 7,500.00 | 3,750.00 | 7,500.00 | |
| 0140 | CONCRETE WEDGE CURB | 22883EN | LF | 323.00 | 323.000 | 0.000 | 0.000 | 88.99 | 0.00 | |||
| 0145 | CONCRETE SEALING | 23378EC | SQFT | 5,271.00 | 5,271.000 | 5,271.000 | 0.000 | 5,271.000 | 2.32 | 12,228.72 | 12,228.72 | |
| 0150 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.50 | 0.500 | 0.920 | 2.030 | 2.950 | 929.22 | 854.88 | 2,741.19 | |
| 0155 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 184.00 | 184.000 | 184.000 | 184.000 | 155.87 | 28,680.08 | |||
| 0160 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 3,340.35 | 13,361.40 | 13,361.40 | |
| Project | BR03801662300 | Fed/State Project Number | STP BRZ 9030 (416) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0165 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,130.00 | 0.00 | |||
| SUBTOT | $74,169.08 |
$1,118,577.64 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0125-1-0I |
CB42x48 | LF |
644.00 | 0001 | $353.000000 | $215,967.26 | ||||||
0125-1-0A |
CB42x48 | LF |
644.00 | 0005 | $353.000000 | $-215,967.26 | ||||||
| SUBTOT | $0.00 |
|||||||||||