|
Report_Id: 245331 Est NO 0011 |
Date:10/28/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 245331 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11320) Perkins, Robert W. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code KY0036480 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 09/23/2024 TO 10/06/2024 | ||||||
| Date Approved | 10/14/2024 | ||||||
| Primary Proj Number | BR04820072300 | ||||||
| Project No. | STP BRZ 9030 (443) | ||||||
| Primary County | HARLAN | ||||||
| Name of Road | KY 2007 OVER CUMBERLAND RIVER | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 2007 OVER CUMBERLAND RI VER (048B00075N) | ||||||
| Date Let | 01/25/2024 | Formal Acceptance | |||||
| Date Awarded | 02/06/2024 | Date Work Began | 02/28/2024 | ||||
| Date Contract Executed | 02/20/2024 | Open To Traffic | |||||
| Date NTP Issued | 01/25/2024 | Actual Completion Date | |||||
| Current Contract Amount | $3,163,954.42 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,137,409.42 |
Total Earnings | $1,940,217.18 |
$1,794,030.63 |
$146,186.55 |
|
| Percent Complete | 69.92 |
Stockpiled Materials | $272,125.17 |
$272,125.17 |
$0.00 |
|
| Funds Available | $951,612.07 |
Gross Earnings | $2,212,342.35 |
$2,066,155.80 |
$146,186.55 |
|
| Total Change Orders | $26,545.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,212,342.35 |
$2,066,155.80 |
$146,186.55 |
|||
| Contract Id | 245331 | Change Order Summary |
County | HARLAN | ||||||
| Estimate Nbr | 0011 | Project Number | STP BRZ 9030 (443) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 09/23/2024 TO 10/06/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Construction Revision | Approved | 09/24/2024 | $26,545.00 | 0.0 | |||||
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 | 245331 | COMMONWEALTH OF KENTUCKY |
County | HARLAN | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR04820072300 | ||||||
| Estimate Nbr | 0011 | Period | 09/23/2024 TO 10/06/2024 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | BR04820072300 | Fed/State Project Number | STP BRZ 9030 (443) | 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 | BR04820072300 | Fed/State Project Number | STP BRZ 9030 (443) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 150.00 | 150.000 | 176.640 | 176.640 | 100.00 | 17,664.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.57 | 0.570 | 0.000 | 0.000 | 2,998.94 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.07 | 0.070 | 0.000 | 0.000 | 41,998.32 | 0.00 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 125.00 | 125.000 | 0.000 | 0.000 | 359.62 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 408.22 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.36 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8004 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 0.600 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| Project | BR04820072300 | Fed/State Project Number | STP BRZ 9030 (443) | Category | 0002 ROADWAY | |||||||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 15.97 | 0.00 | |||
| 0040 | ROADWAY EXCAVATION | 02200 | CUYD | 151.00 | 151.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0045 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 66.25 | 66.250 | 0.000 | 0.000 | 75.68 | 0.00 | |||
| 0050 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 87.43 | 0.00 | |||
| 0055 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,008.52 | 0.00 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 53.09 | 0.00 | |||
| 0065 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 15,000.00 | 3,750.00 | 11,250.00 | |
| 0070 | EDGE KEY | 02585 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 74.98 | 0.00 | |||
| 0075 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.750 | 0.800 | 75,000.00 | 3,750.00 | 60,000.00 | |
| 0080 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0085 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.750 | 0.800 | 8,600.00 | 430.00 | 6,880.00 | |
| 0090 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 350.00 | 350.000 | 400.000 | 400.000 | 50.00 | 20,000.00 | |||
| 0095 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,737.20 | 2,737.200 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0100 | PAVE MARKING-R/R XBUCKS 16 IN | 06563 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0105 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,460.91 | 0.00 | |||
| 0110 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.050 | 0.750 | 0.800 | 4,500.00 | 225.00 | 3,600.00 | |
| 0115 | PAVE MARK-THERM R/R ADVANCE WARN SYMBOL | 23756EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0120 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,428.31 | 0.00 | |||
| 0125 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,031.90 | 0.00 | |||
| Project | BR04820072300 | Fed/State Project Number | STP BRZ 9030 (443) | Category | 0004 BRIDGE - 048B00075N | |||||||
| 0130 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.350 | 0.400 | 0.750 | 165,000.00 | 57,750.00 | 123,750.00 | |
| 0135 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 52.00 | 52.000 | 28.500 | 28.500 | 120.00 | 3,420.00 | |||
| 0140 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 12.86 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0145 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.250 | 0.500 | 0.750 | 185,000.00 | 46,250.00 | 138,750.00 | |
| 0150 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 493.40 | 493.400 | 174.200 | 174.200 | 57.00 | 9,929.40 | |||
| 0155 | TEST PILES | 08033 | LF | 80.00 | 80.000 | 82.000 | 82.000 | 70.00 | 5,740.00 | |||
| 0160 | PILES-STEEL HP12X53 | 08046 | LF | 431.00 | 431.000 | 216.130 | 216.380 | 432.510 | 70.00 | 15,129.10 | 30,275.70 | |
| 0165 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 6.000 | 8.000 | 14.000 | 175.00 | 1,050.00 | 2,450.00 | |
| 0170 | CONCRETE-CLASS A | 08100 | CUYD | 179.10 | 147.803 | 9.703 | 138.100 | 147.803 | 1,375.00 | 13,341.62 | 203,229.12 | |
| 0175 | CONCRETE-CLASS AA | 08104 | CUYD | 312.90 | 312.900 | 170.310 | 170.310 | 1,390.00 | 236,730.90 | |||
| 0180 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 548.00 | 548.000 | 528.000 | 528.000 | 40.00 | 21,120.00 | |||
| 0185 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 508.00 | 508.000 | 508.000 | 508.000 | 40.00 | 20,320.00 | |||
| 0190 | STEEL REINFORCEMENT | 08150 | LB | 29,242.00 | 25,028.662 | 26,821.453 | 26,821.453 | 1.75 | 46,937.54 | |||
| 0195 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 100,875.00 | 100,875.000 | 2,819.260 | 54,900.370 | 57,719.630 | 1.60 | 4,510.81 | 92,351.40 | |
| 0200 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 1,676.70 | 1,676.700 | 1,006.000 | 1,006.000 | 610.00 | 613,660.00 | |||
| 0205 | ROCK SOUNDINGS | 20745ED | LF | 41.60 | 41.600 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0210 | ROCK CORINGS | 20746ED | LF | 60.00 | 60.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0215 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 39.00 | 0.000 | 26.096 | 26.096 | 2,100.00 | 54,801.60 | |||
| 0220 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 30.00 | 0.000 | 36.377 | 36.377 | 2,500.00 | 90,942.50 | |||
| 0225 | CONCRETE SEALING | 23378EC | SQFT | 24,552.00 | 24,552.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0230 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 135.00 | 2,430.00 | |||
| 0235 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 678.00 | 678.000 | 339.000 | 339.000 | 115.00 | 38,985.00 | |||
| 8000 | FOUNDATION PREPARATION Revised | 08003 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 112,977.72 | 0.00 | |||
| 8001 | DRILLED SHAFT-66 IN (COMMON) Revised | 21420ED | LF | 0.00 | 41.620 | 0.000 | 0.000 | 2,385.80 | 0.00 | |||
| 8002 | DRILLED SHAFT-60 IN (SOLID ROCK) Revised | 21421ED | LF | 0.00 | 79.600 | 0.000 | 0.000 | 2,633.79 | 0.00 | |||
| 8003 | CSL TESTING (6 TUBES) | 21322NC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | BR04820072300 | Fed/State Project Number | STP BRZ 9030 (443) | Category | 0005 DEMOBILIZATION & MOBILIZATION | |||||||
| 0240 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
| 0245 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 49,321.32 | 0.00 | |||
| SUBTOT | $146,186.54 |
$1,940,217.17 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0200-1-0I |
I BEAM TYP 5 | LF |
1,676.70 | 0006 | $427.090000 | $680,292.64 | ||||||
0200-1-0A |
I BEAM TYP 5 | LF |
1,006.00 | 0008 | $427.090000 | $-408,167.47 | ||||||
| SUBTOT | $272,125.17 |
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