|
Report_Id: 247001 Est NO 0009 |
Date:09/03/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 247001 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12320) Wright, Zachary D. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code KY0036480 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 07/01/2024 TO 08/09/2024 | ||||||
| Date Approved | 08/18/2024 | ||||||
| Primary Proj Number | MB06010592401 | ||||||
| Project No. | FD51 060 1006 C00004N 0.23, FD51 060 1059 C000083N 00.01 | ||||||
| Primary County | KNOTT | ||||||
| Name of Road | VARIOUS ROUTES IN KNOTT COUNTY ~ 2 LOCATIONS | ||||||
| Description | 060B00083N OVER RIGHT FORK BEAVER CREEK AT MP 00.01 | ||||||
| Date Let | 01/25/2024 | Formal Acceptance | |||||
| Date Awarded | 02/06/2024 | Date Work Began | 03/04/2024 | ||||
| Date Contract Executed | 02/28/2024 | Open To Traffic | |||||
| Date NTP Issued | 02/28/2024 | Actual Completion Date | |||||
| Current Contract Amount | $1,109,207.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,109,207.49 |
Total Earnings | $620,994.71 |
$554,152.21 |
$66,842.50 |
|
| Percent Complete | 55.99 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $488,212.78 |
Gross Earnings | $620,994.71 |
$554,152.21 |
$66,842.50 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $620,994.71 |
$554,152.21 |
$66,842.50 |
|||
| Contract Id | 247001 | Change Order Summary |
County | KNOTT | ||||||
| Estimate Nbr | 0009 | Project Number | FD51 060 1006 C00004N 0.23, FD51 060 1059 C000083N 00.01 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 07/01/2024 TO 08/09/2024 | |||||||
| 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 | 247001 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB06010592401 | ||||||
| Estimate Nbr | 0009 | Period | 07/01/2024 TO 08/09/2024 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | MB06010062401 | Fed/State Project Number | FD51 060 1006 C00004N 0.23 | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0175 | DGA BASE | 00001 | TON | 308.00 | 308.000 | 206.940 | 0.000 | 206.940 | 50.00 | 10,347.00 | 10,347.00 | |
| 0180 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,025.36 | 0.00 | |||
| 0185 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 160.00 | 160.000 | 0.000 | 0.000 | 250.47 | 0.00 | |||
| 0190 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 453.19 | 0.00 | |||
| 0195 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0200 | REMOVE PCC PAVEMENT | 02058 | SQYD | 147.00 | 147.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0205 | REMOVE PAVEMENT | 02091 | SQYD | 130.00 | 130.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0210 | EMBANKMENT IN PLACE | 02230 | CUYD | 345.00 | 345.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0215 | WATER | 02242 | MGAL | 20.00 | 20.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0220 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0225 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0230 | CLEARING AND GRUBBING (060C00004) | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0235 | TEMPORARY SIGNS | 02562 | SQFT | 118.00 | 118.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0240 | EDGE KEY | 02585 | LF | 31.50 | 31.500 | 0.000 | 0.000 | 81.35 | 0.00 | |||
| 0245 | RETAINING WALL-GABION | 02610 | CUYD | 192.00 | 192.000 | 108.000 | 0.000 | 108.000 | 250.00 | 27,000.00 | 27,000.00 | |
| 0250 | MAINTAIN & CONTROL TRAFFIC (060C00004N) | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 7,500.00 | 3,750.00 | |||
| 0255 | DIVERSIONS (BY-PASS DETOURS) (060C00004N) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 30,000.00 | 15,000.00 | |||
| 0260 | TEMP SILT FENCE | 02701 | LF | 486.00 | 486.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0265 | STAKING (060C00004N) | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 3,500.00 | 1,750.00 | |||
| 0270 | REMOVE STRUCTURE (060C00004N) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0275 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,847.92 | 0.00 | |||
| 0280 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 119.34 | 0.00 | |||
| 0285 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0290 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0295 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0300 | SAWCUT PAVEMENT | 20550ND | LF | 203.00 | 203.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0305 | EROSION CONTROL (060C006) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0310 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB06010062401 | Fed/State Project Number | FD51 060 1006 C00004N 0.23 | Category | 0002 BRIDGE - 060C00004N | |||||||
| 0315 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 45.30 | 45.300 | 45.300 | 0.000 | 45.300 | 57.50 | 2,604.75 | 2,604.75 | |
| 0320 | FOUNDATION PREPARATION (060C00004N) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0325 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 242.00 | 242.000 | 104.030 | 98.080 | 202.110 | 50.00 | 5,201.50 | 10,105.50 | |
| 0330 | TEST PILES | 08033 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 90.00 | 4,320.00 | |||
| 0335 | PRE-DRILLING FOR PILES | 08039 | LF | 129.00 | 129.000 | 84.000 | 84.000 | 125.00 | 10,500.00 | |||
| 0340 | PILES-STEEL HP12X53 | 08046 | LF | 142.40 | 142.400 | 122.750 | 0.000 | 122.750 | 90.00 | 11,047.50 | 11,047.50 | |
| 0345 | CONCRETE-CLASS A | 08100 | CUYD | 54.80 | 54.800 | 47.090 | 47.090 | 1,225.00 | 57,685.25 | |||
| 0350 | CONCRETE-CLASS AA | 08104 | CUYD | 12.40 | 12.400 | 16.770 | 16.770 | 1,800.00 | 30,186.00 | |||
| 0355 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 6,081.00 | 6,081.000 | 6,081.000 | 0.000 | 6,081.000 | 1.75 | 10,641.75 | 10,641.75 | |
| 0360 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 166.00 | 166.000 | 166.000 | 166.000 | 252.00 | 41,832.00 | |||
| 0365 | CONCRETE SEALING | 23378EC | SQFT | 1,509.00 | 1,509.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| Project | MB06010062401 | Fed/State Project Number | FD51 060 1006 C00004N 0.23 | Category | 0003 DEMOBILIZATION | |||||||
| 0370 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,196.12 | 0.00 | |||
| SUBTOT | $66,842.50 |
$263,269.75 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB06010592401 | Fed/State Project Number | FD51 060 1059 C000083N 00.01 | Category | 0001 PAVING | |||||||
| 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 | 131.00 | 131.000 | 78.040 | 78.040 | 50.00 | 3,902.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.25 | 4.250 | 0.000 | 0.000 | 576.09 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 4,050.71 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 126.00 | 126.000 | 103.530 | 103.530 | 286.52 | 29,663.41 | |||
| 0025 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 20.00 | 20.000 | 66.270 | 66.270 | 453.19 | 30,032.90 | |||
| 0030 | EDGE KEY | 02585 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 143.58 | 0.00 | |||
| 0035 | SAW CUT | 20430ED | LF | 94.00 | 94.000 | 10.000 | 10.000 | 5.00 | 50.00 | |||
| Project | MB06010592401 | Fed/State Project Number | FD51 060 1059 C000083N 00.01 | Category | 0002 ROADWAY | |||||||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 14.92 | 89.52 | |||
| 0045 | GRANULAR EMBANKMENT | 02223 | CUYD | 210.00 | 210.000 | 79.600 | 79.600 | 85.00 | 6,766.00 | |||
| 0050 | EMBANKMENT IN PLACE | 02230 | CUYD | 369.00 | 369.000 | 122.840 | 122.840 | 65.00 | 7,984.60 | |||
| 0055 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 137.50 | 137.500 | 248.750 | 248.750 | 37.88 | 9,422.65 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,848.76 | 0.00 | |||
| 0065 | MAINTAIN & CONTROL TRAFFIC (060C00083N) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0070 | STAKING (060C00083N) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0075 | REMOVE STRUCTURE (060C00083N) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0080 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 6.00 | 6.000 | 0.000 | 0.000 | 85.66 | 0.00 | |||
| 0085 | STEEL POST TYPE 1 | 06410 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 42.84 | 0.00 | |||
| 0090 | EROSION CONTROL (060C00083N) | 21415ND | LS | 1.00 | 1.000 | 0.100 | 0.100 | 2,500.00 | 250.00 | |||
| 0095 | BARCODE SIGN INVENTORY | 24631EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 59.88 | 0.00 | |||
| 8001 | PILES-STEEL HP14X89 | 08051 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| Project | MB06010592401 | Fed/State Project Number | FD51 060 1059 C000083N 00.01 | Category | 0003 BRIDGE - 060B00083N | |||||||
| 0100 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 510.00 | 510.000 | 509.830 | 509.830 | 80.00 | 40,786.40 | |||
| 0105 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 111.250 | 111.250 | 78.44 | 8,726.45 | |||
| 0110 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 80.00 | 2,560.00 | |||
| 0115 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 82.00 | 82.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0120 | FOUNDATION PREPARATION (060C00083N) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 0125 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 791.00 | 791.000 | 549.400 | 549.400 | 60.00 | 32,964.00 | |||
| 0130 | CONCRETE-CLASS A | 08100 | CUYD | 186.40 | 186.400 | 0.000 | 0.000 | 785.00 | 0.00 | |||
| 0135 | CONCRETE-CLASS A MOD | 08101 | CUYD | 27.70 | 27.700 | 23.000 | 23.000 | 400.00 | 9,200.00 | |||
| 0140 | CONCRETE-CLASS AA | 08104 | CUYD | 20.10 | 20.100 | 14.830 | 14.830 | 1,500.00 | 22,245.00 | |||
| 0145 | STEEL REINFORCEMENT | 08150 | LB | 18,301.00 | 18,301.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0150 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,084.00 | 2,084.000 | 907.890 | 907.890 | 1.80 | 1,634.20 | |||
| 0155 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 246.00 | 246.000 | 246.000 | 246.000 | 275.00 | 67,650.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 114.00 | 114.000 | 114.000 | 114.000 | 309.63 | 35,297.82 | |||
| 0165 | CONCRETE SEALING | 23378EC | SQFT | 348.00 | 348.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 8002 | PILES-STEEL HP14X89 | 08051 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 8003 | PRE-DRILLING FOR PILES | 08039 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 228.00 | 0.00 | |||
| 8004 | SHEAR CONNECTORS | 08170 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 304.00 | 0.00 | |||
| Project | MB06010592401 | Fed/State Project Number | FD51 060 1059 C000083N 00.01 | Category | 0004 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0170 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,196.11 | 0.00 | |||
| SUBTOT | $0.00 |
$620,994.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||