|
Report_Id: 211028 Est NO 0004 |
Date:11/19/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211028 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte | ||||||
| Contractor | ROGERS GROUP INC | ADDR SN 0 VC Code KY0029875 | |||||
| PO BOX 1045 | |||||||
| HOPKINSVILLE , KY , 42241 | |||||||
| Pay Period | 10/15/2021 TO 10/28/2021 | ||||||
| Date Approved | 11/05/2021 | ||||||
| Primary Proj Number | DE02400242128 | ||||||
| Project No. | NHPP IM 0243(056) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | I-24 | ||||||
| Description | APSHALT PAVEMENT REHABILITATION ON I-24 EASTBOUND FROM MP 76 .142 TO MP 85.626 IN CHRISTIAN COUNTY | ||||||
| Date Let | 07/23/2021 | Formal Acceptance | |||||
| Date Awarded | 08/04/2021 | Date Work Began | 09/02/2021 | ||||
| Date Contract Executed | 08/26/2021 | Open To Traffic | |||||
| Date NTP Issued | 08/26/2021 | Actual Completion Date | |||||
| Current Contract Amount | $4,008,956.46 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,008,956.46 |
Total Earnings | $2,767,392.28 |
$1,230,130.03 |
$1,537,262.25 |
|
| Percent Complete | 69.03 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,241,564.18 |
Gross Earnings | $2,767,392.28 |
$1,230,130.03 |
$1,537,262.25 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,767,392.28 |
$1,230,130.03 |
$1,537,262.25 |
|||
| Contract Id | 211028 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0004 | Project Number | NHPP IM 0243(056) | |||||||
| Contractor | ROGERS GROUP INC | Period | 10/15/2021 TO 10/28/2021 | |||||||
| 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 | 211028 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE02400242128 | ||||||
| Estimate Nbr | 0004 | Period | 10/15/2021 TO 10/28/2021 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DE02400242128 | Fed/State Project Number | NHPP IM 0243(056) | 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 | DE02400242128 | Fed/State Project Number | NHPP IM 0243(056) | Category | 0001 PAVING | |||||||
| 0005 | LEVELING & WEDGING PG64-22 | 00190 | TON | 158.00 | 158.000 | 0.000 | 0.000 | 88.14 | 0.00 | |||
| 0010 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 4,181.00 | 4,181.000 | 1,920.770 | 2,207.160 | 4,127.930 | 117.46 | 225,613.64 | 484,866.65 | |
| 0015 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 4,727.00 | 4,727.000 | 2,195.587 | 2,552.670 | 4,748.257 | 74.64 | 163,878.61 | 354,409.90 | |
| 0020 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 11,403.00 | 11,403.000 | 6,869.053 | 4,319.230 | 11,188.283 | 97.63 | 670,625.64 | 1,092,312.06 | |
| 0025 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 26,280.00 | 26,280.000 | 16,200.000 | 0.000 | 16,200.000 | 3.30 | 53,460.00 | 53,460.00 | |
| 0030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 19,931.00 | 19,931.000 | 8,893.010 | 8,906.000 | 17,799.010 | 23.72 | 210,942.19 | 422,192.51 | |
| 0035 | BASE FAILURE REPAIR | 03240 | SQYD | 45.00 | 45.000 | 189.250 | 189.250 | 251.00 | 47,501.75 | |||
| 0040 | JOINT ADHESIVE | 20071EC | LF | 153,930.00 | 153,930.000 | 19,008.000 | 49,926.000 | 68,934.000 | 0.50 | 9,504.00 | 34,467.00 | |
| 0045 | PAVEMENT REPAIR | 20757ED | SQYD | 59.00 | 59.000 | 0.000 | 0.000 | 242.13 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 117.00 | 117.000 | 87.490 | 35.980 | 123.470 | 784.78 | 68,660.40 | 96,896.78 | |
| Project | DE02400242128 | Fed/State Project Number | NHPP IM 0243(056) | Category | 0002 ROADWAY | |||||||
| 0055 | DGA BASE | 00001 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 83.49 | 0.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 12.23 | 0.00 | |||
| 0065 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 43.81 | 0.00 | |||
| 0070 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,916.73 | 0.00 | |||
| 0075 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,421.14 | 0.00 | |||
| 0080 | REMOVE GUARDRAIL | 02381 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 10.87 | 0.00 | |||
| 0085 | TEMPORARY SIGNS | 02562 | SQFT | 3,000.00 | 3,000.000 | 248.000 | 248.000 | 7.52 | 1,864.96 | |||
| 0090 | DITCHING AND SHOULDERING | 02575 | LF | 50,077.00 | 50,077.000 | 1,290.000 | 1,290.000 | 4.06 | 5,237.40 | |||
| 0095 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 130,923.58 | 0.00 | |||
| 0100 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0105 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 30,000.00 | 9,000.00 | |||
| 0110 | SHOULDER RUMBLE STRIPS | 02696 | LF | 100,357.00 | 100,357.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0115 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.800 | 0.000 | 0.800 | 135,000.00 | 108,000.00 | 108,000.00 | |
| 0120 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,515.00 | 0.00 | |||
| 0125 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0130 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 0135 | STEEL POST TYPE 1 | 06410 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 61.85 | 0.00 | |||
| 0140 | STEEL POST MILE MARKERS | 06412 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 469.97 | 0.00 | |||
| 0145 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 112,670.00 | 112,670.000 | 40,568.000 | 0.000 | 40,568.000 | 0.32 | 12,981.76 | 12,981.76 | |
| 0150 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 63,208.00 | 63,208.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0155 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 50,452.00 | 50,452.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0160 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,717.00 | 1,717.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0165 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 3,400.00 | 3,400.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0170 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0175 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0180 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 303.00 | 303.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0185 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 242.00 | 242.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0190 | FUEL ADJUSTMENT | 10020NS | DOLL | 31,861.00 | 31,861.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0195 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 80,026.00 | 80,026.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0200 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 58.12 | 0.00 | |||
| 0205 | INLAID PAVEMENT MARKER | 24489EC | EACH | 705.00 | 705.000 | 618.000 | 0.000 | 618.000 | 22.00 | 13,596.00 | 13,596.00 | |
| 0210 | BARCODE SIGN INVENTORY | 24631EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 89.68 | 0.00 | |||
| 0215 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,478.00 | 1,478.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| Project | DE02400242128 | Fed/State Project Number | NHPP IM 0243(056) | Category | 0003 DRAINAGE | |||||||
| 0220 | REMOVE PAVED DITCH | 02165 | SQYD | 779.00 | 779.000 | 779.000 | 779.000 | 6.09 | 4,744.11 | |||
| 0225 | CHANNEL LINING CLASS II | 02483 | TON | 147.00 | 147.000 | 636.980 | 636.980 | 40.60 | 25,861.38 | |||
| 0230 | REPLACE GRATE | 20366NN | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 2,233.00 | 0.00 | |||
| Project | DE02400242128 | Fed/State Project Number | NHPP IM 0243(056) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0235 | CONDUIT-1 1/4 IN | 04793 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0240 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0245 | TRENCHING AND BACKFILLING | 04820 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0250 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,875.00 | 0.00 | |||
| 0255 | LOOP WIRE | 04830 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0260 | LOOP SAW SLOT AND FILL | 04895 | LF | 380.00 | 380.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0265 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0270 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 414.00 | 0.00 | |||
| 0275 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| Project | DE02400242128 | Fed/State Project Number | NHPP IM 0243(056) | Category | 0005 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0280 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 159,065.98 | 0.00 | |||
| 0285 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 68,498.86 | 0.00 | |||
| SUBTOT | $1,537,262.26 |
$2,767,392.30 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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