|
Report_Id: 229932 Est NO 0007 |
Date:04/03/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 229932 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12320) Hayes, Vincent | ||||||
| Contractor | IRVINE CONTRACTING LLC | ADDR SN 99 VC Code | |||||
| 3637 E LAUREL RD | |||||||
| LONDON , KY , 40741 | |||||||
| Pay Period | 03/11/2023 TO 03/24/2023 | ||||||
| Date Approved | 03/28/2023 | ||||||
| Primary Proj Number | BR06703932200 | ||||||
| Project No. | EMERGENCY | ||||||
| Primary County | LETCHER | ||||||
| Name of Road | KY 343 | ||||||
| Description | REPLACE CULVERT ON KY 343 OVER WRIGHT BRANCH | ||||||
| Date Let | 08/01/2022 | Formal Acceptance | |||||
| Date Awarded | 08/01/2022 | Date Work Began | 12/06/2022 | ||||
| Date Contract Executed | 08/01/2022 | Open To Traffic | |||||
| Date NTP Issued | 08/01/2022 | Actual Completion Date | |||||
| Current Contract Amount | $1,336,388.53 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,336,388.53 |
Total Earnings | $692,632.68 |
$661,079.87 |
$31,552.81 |
|
| Percent Complete | 51.83 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $643,755.85 |
Gross Earnings | $692,632.68 |
$661,079.87 |
$31,552.81 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $692,632.68 |
$661,079.87 |
$31,552.81 |
|||
| Contract Id | 229932 | Change Order Summary |
County | LETCHER | ||||||
| Estimate Nbr | 0007 | Project Number | EMERGENCY | |||||||
| Contractor | IRVINE CONTRACTING LLC | Period | 03/11/2023 TO 03/24/2023 | |||||||
| 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 | 229932 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
| Contract Type | OPCU CULVERT REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR06703932200 | ||||||
| Estimate Nbr | 0007 | Period | 03/11/2023 TO 03/24/2023 | |||||||
| Contractor | IRVINE CONTRACTING LLC | |||||||||
| Project | BR06703932200 | Fed/State Project Number | EMERGENCY | 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 | BR06703932200 | Fed/State Project Number | EMERGENCY | Category | 0001 BRIDGE | |||||||
| 0005 | DGA BASE | 00001 | TON | 230.00 | 230.000 | 103.430 | 103.430 | 70.00 | 7,240.10 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 300.00 | 300.000 | 335.320 | 335.320 | 69.00 | 23,137.08 | |||
| 0015 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 308.00 | 308.000 | 0.000 | 0.000 | 186.55 | 0.00 | |||
| 0020 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 132.00 | 132.000 | 0.000 | 0.000 | 228.86 | 0.00 | |||
| 0025 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0030 | GRANULAR EMBANKMENT | 02223 | CUYD | 138.00 | 138.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0035 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,232.00 | 1,232.000 | 439.000 | 439.000 | 85.00 | 37,315.00 | |||
| 0040 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0045 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0055 | CHANNEL LINING CLASS III | 02484 | TON | 473.00 | 473.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0060 | CLEARING AND GRUBBING less than one acre approx. | 02545 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 20,000.00 | 19,000.00 | |||
| 0065 | CONCRETE-CLASS B | 02555 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0070 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 140.000 | 140.000 | 20.00 | 2,800.00 | |||
| 0075 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 66,000.00 | 66,000.00 | |||
| 0080 | EDGE KEY | 02585 | LF | 107.00 | 107.000 | 0.000 | 0.000 | 31.23 | 0.00 | |||
| 0085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 473.00 | 473.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0090 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 366.00 | 366.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.800 | 0.850 | 10,000.00 | 500.00 | 8,500.00 | |
| 0100 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 151,500.00 | 113,625.00 | |||
| 0105 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.800 | 0.850 | 7,000.00 | 350.00 | 5,950.00 | |
| 0110 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 25,000.00 | 22,500.00 | |||
| 0115 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 748.00 | 748.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0120 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 150,000.00 | 112,500.00 | |||
| 0125 | RETAINING WALL | 08018 | SQFT | 1,138.00 | 1,138.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0130 | CONCRETE-CLASS A | 08100 | CUYD | 226.50 | 226.500 | 25.570 | 200.930 | 226.500 | 887.00 | 22,680.59 | 200,905.50 | |
| 0135 | STEEL REINFORCEMENT | 08150 | LB | 28,424.00 | 28,424.000 | 3,208.888 | 25,215.112 | 28,424.000 | 2.50 | 8,022.22 | 71,060.00 | |
| 0140 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0145 | S ENCASEMENT CONCRETE | 15012 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 166.67 | 0.00 | |||
| 0155 | S FORCE MAIN TIE-IN 08 INCH | 15075 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0160 | S MANHOLE | 15092 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 11,250.00 | 0.00 | |||
| 0165 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0170 | S MANHOLE CASTING WATERTIGHT | 15096 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,375.00 | 0.00 | |||
| 0175 | S PIPE PVC 08 INCH | 15112 | LF | 248.00 | 248.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0180 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.350 | 0.350 | 6,000.00 | 2,100.00 | |||
| 0185 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 112.50 | 112.500 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0190 | CHAIN LINK FENCE * | 24580EC | LF | 45.00 | 45.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0195 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.63 | 0.630 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | BR06703932200 | Fed/State Project Number | EMERGENCY | Category | 0002 DEMOBILIZATION | |||||||
| 0200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,187.00 | 0.00 | |||
| SUBTOT | $31,552.81 |
$692,632.68 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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