|
Report_Id: 161241 Est NO 0013 |
Date:02/20/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 161241 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Seiter, Brandon A. | ||||||
| Contractor | JOHN R JURGENSEN CO AND SUBSIDIARY | ADDR SN 0 VC Code VC0000132861 | |||||
| 11641 MOSTELLER RD | |||||||
| CINCINNATI , OH , 45241 | |||||||
| Pay Period | 07/15/2017 TO 01/26/2018 | ||||||
| Date Approved | 02/05/2018 | ||||||
| Primary Proj Number | DE01911931641 | ||||||
| Project No. | STP BRZ 0603 (277) | ||||||
| Primary County | CAMPBELL | ||||||
| Name of Road | WATERWORKS ROAD (CS 1193) | ||||||
| Description | WATERWORKS ROAD (CS 1193) | ||||||
| Date Let | 06/24/2016 | Formal Acceptance | 04/13/2017 | ||||
| Date Awarded | 07/06/2016 | Date Work Began | 08/22/2016 | ||||
| Date Contract Executed | 08/17/2016 | Open To Traffic | 12/07/2016 | ||||
| Date NTP Issued | 08/17/2016 | Actual Completion Date | 12/07/2016 | ||||
| Current Contract Amount | $987,300.92 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $987,300.92 |
Total Earnings | $920,871.31 |
$908,271.31 |
$12,600.00 |
|
| Percent Complete | 93.27 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $66,429.61 |
Gross Earnings | $920,871.31 |
$908,271.31 |
$12,600.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $920,871.31 |
$908,271.31 |
$12,600.00 |
|||
| Contract Id | 161241 | Change Order Summary |
County | CAMPBELL | ||||||
| Estimate Nbr | 0013 | Project Number | STP BRZ 0603 (277) | |||||||
| Contractor | JOHN R JURGENSEN CO AND SUBSIDIARY | Period | 07/15/2017 TO 01/26/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damages Override | Approved | 06/02/2017 | $0.00 | 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 | 161241 | COMMONWEALTH OF KENTUCKY |
County | CAMPBELL | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE01911931641 | ||||||
| Estimate Nbr | 0013 | Period | 07/15/2017 TO 01/26/2018 | |||||||
| Contractor | JOHN R JURGENSEN CO AND SUBSIDIARY | |||||||||
| Project | DE01911931641 | Fed/State Project Number | STP BRZ 0603 (277) | 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 | DE01911931641 | Fed/State Project Number | STP BRZ 0603 (277) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,370.00 | 1,370.000 | 1,186.720 | 1,186.720 | 33.90 | 40,229.80 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 253.00 | 253.000 | 432.200 | 432.200 | 29.27 | 12,650.49 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 12.00 | 12.000 | 10.240 | 10.240 | 326.89 | 3,347.35 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 1.220 | 1.220 | 1,059.00 | 1,291.98 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 810.00 | 810.000 | 888.660 | 888.660 | 86.32 | 76,709.13 | |||
| 0030 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 128.00 | 128.000 | 154.000 | 154.000 | 180.06 | 27,729.24 | |||
| 0035 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 155.00 | 155.000 | 201.500 | 201.500 | 61.60 | 12,412.40 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 9,900.000 | -9,900.000 | 0.000 | 1.00 | 9,900.00 | 0.00 | |
| Project | DE01911931641 | Fed/State Project Number | STP BRZ 0603 (277) | Category | 0002 ROADWAY | |||||||
| 0040 | REMOVE MANHOLE | 01787 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,219.98 | 4,439.96 | |||
| 0045 | STANDARD HEADER CURB | 01875 | LF | 190.00 | 190.000 | 175.000 | 175.000 | 30.50 | 5,337.50 | |||
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 36.55 | 3,655.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 10.00 | 120.00 | |||
| 0060 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 8.000 | 8.000 | 357.17 | 2,857.36 | |||
| 0065 | TEMP DITCH | 02159 | LF | 1,220.00 | 1,220.000 | 50.000 | 50.000 | 8.40 | 420.00 | |||
| 0070 | ROADWAY EXCAVATION | 02200 | CUYD | 1,634.00 | 1,634.000 | 1,634.000 | 1,634.000 | 30.33 | 49,559.22 | |||
| 0075 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,155.00 | 2,155.000 | 1,543.369 | 1,543.369 | 41.38 | 63,864.60 | |||
| 0080 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 425.00 | 425.000 | 520.000 | 520.000 | 15.65 | 8,138.00 | |||
| 0085 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 40.00 | 80.00 | |||
| 0090 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 0095 | REMOVE GUARDRAIL | 02381 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 10.00 | 420.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 0105 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 70.00 | 280.00 | |||
| 0110 | CLEARING AND GRUBBING (APPROXIMATELY 0.80 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,771.01 | 15,771.01 | |||
| 0115 | TEMPORARY SIGNS | 02562 | SQFT | 232.00 | 232.000 | 199.000 | 199.000 | 10.78 | 2,145.22 | |||
| 0120 | EDGE KEY | 02585 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 58.62 | 0.00 | |||
| 0125 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,057.00 | 1,057.000 | 1,057.000 | 1,057.000 | 2.53 | 2,674.21 | |||
| 0130 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,077.00 | 2,077.000 | 1,710.000 | 1,710.000 | 2.56 | 4,377.60 | |||
| 0135 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,441.12 | 4,441.12 | |||
| 0140 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,664.82 | 0.00 | |||
| 0145 | SAFELOADING | 02690 | CUYD | 75.00 | 75.000 | 10.000 | 10.000 | 76.87 | 768.70 | |||
| 0150 | TEMP SILT FENCE | 02701 | LF | 1,220.00 | 1,220.000 | 330.000 | 330.000 | 7.35 | 2,425.50 | |||
| 0155 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 753.59 | 0.00 | |||
| 0160 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 756.60 | 756.60 | |||
| 0165 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 544.95 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 456.07 | 0.00 | |||
| 0175 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 323.49 | 0.00 | |||
| 0180 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 243.68 | 0.00 | |||
| 0185 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,078.91 | 15,078.91 | |||
| 0190 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,289.99 | 38,289.99 | |||
| 0195 | EROSION CONTROL BLANKET | 05950 | SQYD | 45.00 | 45.000 | 45.000 | 45.000 | 5.00 | 225.00 | |||
| 0200 | TEMP MULCH | 05952 | SQYD | 1,534.00 | 1,534.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0205 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,534.00 | 1,534.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0210 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0215 | 20-10-10 FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.100 | 0.100 | 950.00 | 95.00 | |||
| 0220 | SEEDING AND PROTECTION | 05985 | SQYD | 921.00 | 921.000 | 255.550 | 255.550 | 1.85 | 472.76 | |||
| 0225 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 612.00 | 612.000 | 266.660 | 266.660 | 0.20 | 53.33 | |||
| 0230 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.50 | 2.500 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0235 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,560.00 | 2,560.000 | 2,500.000 | 2,500.000 | 0.60 | 1,500.00 | |||
| 0240 | W VALVE BOX ADJUST | 14113 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 718.43 | 2,155.29 | |||
| 0245 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,308.34 | 1,308.34 | |||
| 0250 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 45.00 | 45.000 | 45.000 | 45.000 | 8.00 | 360.00 | |||
| 0255 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 1,472.00 | 1,472.000 | 582.530 | 582.530 | 39.33 | 22,910.90 | |||
| 0260 | R/W MONUMENT TYPE 3 | 24540 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| Project | DE01911931641 | Fed/State Project Number | STP BRZ 0603 (277) | Category | 0003 DRAINAGE | |||||||
| 0265 | STORM SEWER PIPE-12 IN | 00520 | LF | 21.00 | 21.000 | 81.000 | 81.000 | 160.81 | 13,025.61 | |||
| 0270 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 183.25 | 5,497.50 | |||
| 0275 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 18.00 | 18.000 | 18.000 | 18.000 | 41.63 | 749.34 | |||
| 0280 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,976.77 | 5,953.54 | |||
| 0285 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 8.00 | 8.000 | 8.000 | 8.000 | 2.00 | 16.00 | |||
| Project | DE01911931641 | Fed/State Project Number | STP BRZ 0603 (277) | Category | 0004 BRIDGE - TAYLOR CREEK - DWG. 27068 | |||||||
| 0290 | MASONRY COATING | 02998 | SQYD | 602.00 | 602.000 | 602.000 | 602.000 | 13.61 | 8,193.22 | |||
| 0295 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 99.00 | 99.000 | 99.000 | 99.000 | 35.75 | 3,539.25 | |||
| 0300 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 636.00 | 636.000 | 636.000 | 636.000 | 62.08 | 39,482.88 | |||
| 0305 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 206.00 | 206.000 | 206.000 | 206.000 | 74.77 | 15,402.62 | |||
| 0310 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 165.00 | 165.000 | 344.070 | 344.070 | 69.14 | 23,788.99 | |||
| 0315 | CONCRETE-CLASS A | 08100 | CUYD | 321.00 | 321.000 | 321.000 | 321.000 | 458.53 | 147,188.13 | |||
| 0320 | CONCRETE-CLASS AA | 08104 | CUYD | 50.00 | 50.000 | 50.000 | 50.000 | 1,567.20 | 78,360.00 | |||
| 0325 | STEEL REINFORCEMENT | 08150 | LB | 40,729.00 | 40,729.000 | 40,366.460 | 40,366.460 | 0.94 | 37,944.47 | |||
| 0330 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,243.00 | 9,243.000 | 9,243.000 | 9,243.000 | 1.08 | 9,982.44 | |||
| 0335 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 362.80 | 50,792.00 | |||
| 0340 | RAIL SYSTEM TYPE III | 21532ED | LF | 136.00 | 136.000 | 136.000 | 136.000 | 174.66 | 23,753.76 | |||
| Project | DE01911931641 | Fed/State Project Number | STP BRZ 0603 (277) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0345 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.180 | 0.750 | 0.930 | 15,000.00 | 2,700.00 | 13,950.00 | |
| SUBTOT | $12,600.00 |
$920,871.31 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0335-1-0I |
BOX BEAM, B | 100F |
140.00 | 0002 | $200.300000 | $28,042.00 | ||||||
0335-1-0A |
BOX BEAM, B | 100F |
133.00 | 0005 | $200.300000 | $-26,639.90 | ||||||
0335-10C |
BOX BEAM, B | 100F |
0.00 | 0012 | $200.300000 | $-1,402.10 | ||||||
| SUBTOT | $0.00 |
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