|
Report_Id: 211320 Est NO 0019 |
Date:09/16/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211320 | Estimate Number | 0019 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06380) Russell, Shawn P. | ||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | ADDR SN 0 VC Code KS0011163 | |||||
| 45240 BUSINESS CT STE 250 | |||||||
| STERLING , VA , 20166-6703 | |||||||
| Pay Period | 08/13/2022 TO 08/26/2022 | ||||||
| Date Approved | 09/02/2022 | ||||||
| Primary Proj Number | DE03900422120 | ||||||
| Project No. | FD04 039 0042 003-005 | ||||||
| Primary County | GALLATIN | ||||||
| Name of Road | US42 | ||||||
| Description | RECONSTRUCT US42 ALONG OHIO RIVER TO CORRECT LANDSLIDE PROBL EMS BETWEEN MARKLAND DAM TO CRAIGS CREEK | ||||||
| Date Let | 05/21/2021 | Formal Acceptance | |||||
| Date Awarded | 06/02/2021 | Date Work Began | 09/03/2021 | ||||
| Date Contract Executed | 06/09/2021 | Open To Traffic | |||||
| Date NTP Issued | 06/09/2021 | Actual Completion Date | |||||
| Current Contract Amount | $18,467,000.27 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $18,036,795.80 |
Total Earnings | $6,339,078.82 |
$5,529,097.65 |
$809,981.17 |
|
| Percent Complete | 40.93 |
Stockpiled Materials | $1,219,742.80 |
$1,339,328.80 |
$-119,586.00 |
|
| Funds Available | $10,908,178.65 |
Gross Earnings | $7,558,821.62 |
$6,868,426.45 |
$690,395.17 |
|
| Total Change Orders | $430,204.47 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,558,821.62 |
$6,868,426.45 |
$690,395.17 |
|||
| Contract Id | 211320 | Change Order Summary |
County | GALLATIN | ||||||
| Estimate Nbr | 0019 | Project Number | FD04 039 0042 003-005 | |||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | Period | 08/13/2022 TO 08/26/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Establish missing control points 5, 6, 101, and 102 | Approved | 01/12/2022 | $11,347.35 | 1.0 | |||||
| 002 | NON-TRACKING TACK | Approved | 06/13/2022 | $0.00 | 0.0 | |||||
| 003 | CONSTRUCTION REVISION #1 | Approved | 08/18/2022 | $418,857.12 | 21.0 | |||||
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 | 211320 | COMMONWEALTH OF KENTUCKY |
County | GALLATIN | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE03900422120 | ||||||
| Estimate Nbr | 0019 | Period | 08/13/2022 TO 08/26/2022 | |||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | |||||||||
| Project | DE03900422120 | Fed/State Project Number | FD04 039 0042 003-005 | 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 | DE03900422120 | Fed/State Project Number | FD04 039 0042 003-005 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 9,833.00 | 9,833.000 | 53.020 | 27.420 | 80.440 | 23.58 | 1,250.21 | 1,896.77 | |
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 30,307.00 | 30,307.000 | 0.000 | 0.000 | 3.49 | 0.00 | |||
| 0015 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 5,849.00 | 5,849.000 | 0.000 | 0.000 | 59.09 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 152.00 | 152.000 | 0.000 | 0.000 | 61.50 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 727.75 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,120.00 | 6,120.000 | 0.000 | 0.000 | 67.65 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 8,347.00 | 8,347.000 | 0.000 | 0.000 | 67.65 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,006.00 | 1,006.000 | 0.000 | 0.000 | 74.83 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,389.00 | 1,389.000 | 0.000 | 0.000 | 74.83 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 50.00 | 0.000 | 0.000 | 0.000 | 10.25 | 0.00 | |||
| 0055 | ASPHALT CURING SEAL | 00358 | TON | 31.00 | 31.000 | 0.000 | 0.000 | 271.63 | 0.00 | |||
| 0060 | CEMENT | 02542 | TON | 667.00 | 667.000 | 0.000 | 0.000 | 190.24 | 0.00 | |||
| 0065 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,793.75 | 0.00 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 153.75 | 0.00 | |||
| 0075 | SHOULDER RUMBLE STRIPS | 02696 | LF | 12,524.00 | 12,524.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 0080 | SAND FOR BLOTTER | 02702 | TON | 77.00 | 77.000 | 0.000 | 0.000 | 22.29 | 0.00 | |||
| 0085 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 64,133.00 | 64,133.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 29.760 | 0.000 | 0.000 | 17.22 | 0.00 | |||
| Project | DE03900422120 | Fed/State Project Number | FD04 039 0042 003-005 | Category | 0002 ROADWAY | |||||||
| 0090 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 135.00 | 135.000 | 0.000 | 0.000 | 12.30 | 0.00 | |||
| 0095 | TEMP DITCH | 02159 | LF | 5,943.00 | 5,943.000 | 1,348.000 | 1,348.000 | 1.00 | 1,348.00 | |||
| 0100 | CLEAN TEMP DITCH | 02160 | LF | 5,943.00 | 5,943.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0105 | ROADWAY EXCAVATION | 02200 | CUYD | 59,851.00 | 93,167.000 | 858.000 | 93,167.000 | 94,025.000 | 10.62 | 9,111.96 | 998,545.50 | |
| 0110 | WATER | 02242 | MGAL | 60.00 | 60.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0115 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 7.000 | 0.000 | 0.000 | 66.63 | 0.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 7.000 | 0.000 | 0.000 | 2,562.50 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,332.50 | 0.00 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0135 | WITNESS POST | 02432 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0140 | CHANNEL LINING CLASS II | 02483 | TON | 388.00 | 402.000 | 133.830 | 133.830 | 46.00 | 6,156.18 | |||
| 0145 | CLEARING AND GRUBBING (14.96 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 225,000.00 | 225,000.00 | |||
| 0150 | TEMPORARY SIGNS | 02562 | SQFT | 459.00 | 459.000 | 820.200 | 820.200 | 15.99 | 13,114.99 | |||
| 0155 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 12,525.35 | 50,101.40 | |||
| 0165 | TEMP SILT FENCE | 02701 | LF | 6,698.00 | 6,698.000 | 4,917.000 | 4,917.000 | 1.33 | 6,539.61 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 80.00 | 80.000 | 84.000 | 84.000 | 153.75 | 12,915.00 | |||
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 10.000 | 10.000 | 153.75 | 1,537.50 | |||
| 0180 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 80.00 | 80.000 | 12.000 | 12.000 | 51.25 | 615.00 | |||
| 0185 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 15.00 | 15.000 | 1.000 | 1.000 | 51.25 | 51.25 | |||
| 0190 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 51,250.00 | 5,125.00 | |||
| 0195 | EROSION CONTROL BLANKET | 05950 | SQYD | 58,329.00 | 58,329.000 | 14,440.000 | 14,440.000 | 1.56 | 22,526.40 | |||
| 0200 | TEMP MULCH | 05952 | SQYD | 273,602.00 | 273,602.000 | 43,167.000 | 43,167.000 | 0.18 | 7,770.06 | |||
| 0205 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 273,602.00 | 273,602.000 | 126,100.000 | 126,100.000 | 0.23 | 29,003.00 | |||
| 0210 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.490 | 0.490 | 697.00 | 341.53 | |||
| 0215 | MAINTENANCE FERTILIZER | 05964 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 697.00 | 0.00 | |||
| 0220 | SEEDING AND PROTECTION | 05985 | SQYD | 95,205.00 | 95,205.000 | 20,074.000 | 20,074.000 | 0.39 | 7,828.86 | |||
| 0225 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 59,466.00 | 59,466.000 | 20,074.000 | 20,074.000 | 0.27 | 5,419.98 | |||
| 0230 | AGRICULTURAL LIMESTONE | 05992 | TON | 37.00 | 37.000 | 9.330 | 9.330 | 88.15 | 822.43 | |||
| 0235 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 25,195.00 | 25,195.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 15.38 | 0.00 | |||
| 0245 | FUEL ADJUSTMENT | 10020NS | DOLL | 54,257.00 | 54,257.000 | 5,124.690 | 5,124.690 | 1.00 | 5,124.69 | |||
| 0250 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0255 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 6,730.00 | 6,402.500 | 0.000 | 0.000 | 25.37 | 0.00 | |||
| 0260 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,317.00 | 1,317.000 | 0.000 | 0.000 | 6.14 | 0.00 | |||
| 0265 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 1.00 | 2.000 | 0.000 | 0.000 | 2,870.00 | 0.00 | |||
| 0395 | REMOVE STRUCTURE (RCBC STA 17+30) (ADDED: 5-14-21) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,560.15 | 6,560.15 | |||
| 0400 | REMOVE STRUCTURE (RCBC STA 29+75) (ADDED: 5-14-21) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,002.84 | 0.00 | |||
| 0405 | REMOVE STRUCTURE (RCBC STA 47+00) (ADDED: 5-14-21) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,870.24 | 0.00 | |||
| 0410 | REMOVE STRUCTURE (RCBC STA 52+75) (ADDED: 5-14-21) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,058.05 | 0.00 | |||
| 0415 | REMOVE STRUCTURE (RCBC STA 60+70) (ADDED: 5-14-21) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,132.61 | 0.00 | |||
| 8000 | EW~ Re-establish control points 5, 6, 101, and 102 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,347.35 | 11,347.35 | |||
| 8030 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 375.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8040 | CLEARING AND GRUBBING 3.008 ACRES | 02545 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 45,240.64 | 0.00 | |||
| 8401 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 2,727.96 | 0.00 | |||
| 8402 | SAFELOADING Extra work is required due to an error in the contract plans | 02690 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 8403 | BARRICADE-TYPE III Extra Work is required as a result of a Contract Omission | 02014 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 8404 | REMOVE AND RESET Extra Work is required as a result of a Contract Omission. | 24731EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,150.00 | 0.00 | |||
| 8405 | STRUCTURE EXCAVATION-COMMON Additional excavation for Precast culvert | 08001 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
| Project | DE03900422120 | Fed/State Project Number | FD04 039 0042 003-005 | Category | 0003 DRAINAGE | |||||||
| 0270 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 5.000 | 0.000 | 0.000 | 256.25 | 0.00 | |||
| 0275 | CULVERT PIPE-18 IN | 00462 | LF | 216.00 | 216.000 | 74.000 | 74.000 | 59.94 | 4,435.56 | |||
| 0280 | CULVERT PIPE-24 IN | 00464 | LF | 427.00 | 555.000 | 80.000 | 80.000 | 79.00 | 6,320.00 | |||
| 0285 | PERFORATED PIPE EDGE DRAIN-8 IN | 01007 | LF | 9,350.00 | 9,350.000 | 100.000 | 100.000 | 32.80 | 3,280.00 | |||
| 0290 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 224.00 | 283.000 | 35.000 | 35.000 | 32.80 | 1,148.00 | |||
| 0295 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,125.00 | 0.00 | |||
| 0300 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 577.47 | 0.00 | |||
| 0305 | PERF PIPE HEADWALL TY 2-8 IN | 01026 | EACH | 2.00 | 3.000 | 0.000 | 0.000 | 644.45 | 0.00 | |||
| 0310 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,130.51 | 0.00 | |||
| 0315 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 8.00 | 6.000 | 0.000 | 0.000 | 1,292.96 | 0.00 | |||
| 0320 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,541.19 | 0.00 | |||
| 0325 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,847.95 | 0.00 | |||
| 0330 | DROP BOX INLET TYPE 6F | 01535 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 4,566.27 | 4,566.27 | |||
| 0335 | CORED HOLE DRAINAGE BOX CON-8 IN | 01742 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 358.75 | 0.00 | |||
| 0340 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,302.00 | 2,031.000 | 293.000 | 293.000 | 2.00 | 586.00 | |||
| 0345 | CONCRETE-CLASS A | 08100 | CUYD | 45.00 | 45.000 | 0.000 | 0.000 | 2,336.37 | 0.00 | |||
| 0350 | STEEL REINFORCEMENT | 08150 | LB | 2,915.00 | 2,915.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0355 | PRECAST CONCRETE BOX CULVERT | 20092ES611 | LF | 430.00 | 430.000 | 98.000 | 98.000 | 417.09 | 40,874.82 | |||
| 8010 | MANHOLE TYPE A | 01756 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 4,345.38 | 0.00 | |||
| 8020 | PERFORATED PIPE-8 IN | 01002 | LF | 0.00 | 200.000 | 0.000 | 0.000 | 25.92 | 0.00 | |||
| Project | DE03900422120 | Fed/State Project Number | FD04 039 0042 003-005 | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0360 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 725,000.00 | 725,000.00 | |||
| 0365 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 270,000.00 | 0.00 | |||
| Project | DE03900422120 | Fed/State Project Number | FD04 039 0042 003-005 | Category | 0005 RETAINING WALL | |||||||
| 0370 | FENCE-6 FT CHAIN LINK | 02274 | LF | 2,895.00 | 2,895.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
| 0375 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 0.100 | 0.040 | 0.140 | 145,000.00 | 14,500.00 | 20,300.00 | |
| 0380 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.020 | 0.670 | 0.690 | 2,197,350.00 | 43,947.00 | 1,516,171.50 | |
| 0385 | RETAINING WALL | 08018 | SQFT | 74,829.00 | 74,829.000 | 5,458.000 | 13,701.000 | 19,159.000 | 134.00 | 731,372.00 | 2,567,306.00 | |
| 0390 | INSTRUMENTATION | 20610NC | LS | 1.00 | 1.000 | 0.140 | 0.280 | 0.420 | 70,000.00 | 9,800.00 | 29,400.00 | |
| SUBTOT | $809,981.17 |
$6,339,078.82 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0385-1-0I |
Structural Steel Soldier Beams | LB |
2,071,305.00 | 0007 | $0.833200 | $1,639,520.76 | ||||||
0385-1-0A |
Structural Steel Soldier Beams | LB |
104,715.33 | 0015 | $0.833200 | $-82,886.37 | ||||||
0385-1-0A |
Structural Steel Soldier Beams | LB |
85,920.27 | 0016 | $0.833200 | $-68,009.33 | ||||||
0385-1-0A |
Structural Steel Soldier Beams | LB |
83,235.26 | 0017 | $0.833200 | $-65,884.04 | ||||||
0385-1-0A |
Structural Steel Soldier Beams | LB |
105,379.66 | 0018 | $0.833200 | $-83,412.22 | ||||||
0385-1-0A |
Structural Steel Soldier Beams | LB |
151,080.16 | 0019 | $0.833200 | -119,586.00 | $-119,586.00 | |||||
| SUBTOT | $1,219,742.80 |
|||||||||||