|
Report_Id: 181222 Est NO 0011 |
Date:05/13/2019 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181222 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Morgan, Lonnie D. | ||||||
| Contractor | IRVINE CONTRACTING LLC | ADDR SN 0 VC Code KY0026324 | |||||
| 3637 E LAUREL ROAD | |||||||
| LONDON , KY , 40741 | |||||||
| Pay Period | 04/20/2019 TO 05/03/2019 | ||||||
| Date Approved | 05/10/2019 | ||||||
| Primary Proj Number | DE06303121822 | ||||||
| Project No. | STP BRZ 5291 (005) | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | LAUREL LAKE ROAD (KY 312) | ||||||
| Description | REPLACE BRIDGE OVER CRAIG CREEK ON KY 312, 1.8 MILES SE OF K Y 192 | ||||||
| Date Let | 07/27/2018 | Formal Acceptance | |||||
| Date Awarded | 08/02/2018 | Date Work Began | 09/28/2018 | ||||
| Date Contract Executed | 08/24/2018 | Open To Traffic | |||||
| Date NTP Issued | 09/22/2018 | Actual Completion Date | |||||
| Current Contract Amount | $1,415,265.08 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,591,713.01 |
Total Earnings | $647,268.60 |
$657,729.79 |
$-10,461.19 |
|
| Percent Complete | 53.21 |
Stockpiled Materials | $105,826.44 |
$47,439.44 |
$58,387.00 |
|
| Funds Available | $662,170.04 |
Gross Earnings | $753,095.04 |
$705,169.23 |
$47,925.81 |
|
| Total Change Orders | $-176,447.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $753,095.04 |
$705,169.23 |
$47,925.81 |
|||
| Contract Id | 181222 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0011 | Project Number | STP BRZ 5291 (005) | |||||||
| Contractor | IRVINE CONTRACTING LLC | Period | 04/20/2019 TO 05/03/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pier Addition to Bridge Structure | Approved | 04/10/2019 | $-176,447.93 | 30.0 | |||||
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 | 181222 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE06303121822 | ||||||
| Estimate Nbr | 0011 | Period | 04/20/2019 TO 05/03/2019 | |||||||
| Contractor | IRVINE CONTRACTING LLC | |||||||||
| Project | DE06303121822 | Fed/State Project Number | STP BRZ 5291 (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 | DE06303121822 | Fed/State Project Number | STP BRZ 5291 (005) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,712.00 | 1,712.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 100.00 | 100.000 | 102.360 | 102.360 | 25.00 | 2,559.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 31.00 | 31.000 | 0.000 | 0.000 | 291.16 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,732.00 | 1,732.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 330.00 | 330.000 | 0.000 | 0.000 | 97.00 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| Project | DE06303121822 | Fed/State Project Number | STP BRZ 5291 (005) | Category | 0002 ROADWAY | |||||||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 863.00 | 863.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0045 | PERFORATED PIPE-4 IN | 01000 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0050 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0055 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0060 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0065 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0070 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0075 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0080 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0085 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0090 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0095 | REMOVE PAVEMENT | 02091 | SQYD | 1,480.00 | 1,480.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0100 | EMBANKMENT IN PLACE | 02230 | CUYD | 11,270.00 | 10,209.000 | 7,982.850 | 7,982.850 | 12.00 | 95,794.20 | |||
| 0105 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 625.00 | 625.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0115 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0135 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0140 | CHANNEL LINING CLASS III | 02484 | TON | 655.00 | 655.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0145 | CLEARING AND GRUBBING (APPROXIMATELY 2.52 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0150 | TEMPORARY SIGNS | 02562 | SQFT | 260.00 | 260.000 | 137.000 | 137.000 | 12.00 | 1,644.00 | |||
| 0155 | EDGE KEY | 02585 | LF | 42.50 | 42.500 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0160 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 750.00 | 750.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0165 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 623.00 | 623.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.450 | 0.550 | 8,000.00 | 800.00 | 4,400.00 | |
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,940.00 | 0.00 | |||
| 0180 | TEMP SILT FENCE | 02701 | LF | 775.00 | 775.000 | 300.000 | 300.000 | 1.55 | 465.00 | |||
| 0185 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0190 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 175.00 | 175.00 | |||
| 0195 | SILT TRAP TYPE C | 02705 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0200 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0205 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0210 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0215 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.450 | 0.550 | 4,000.00 | 400.00 | 2,200.00 | |
| 0220 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0225 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,596.00 | 1,596.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | TEMP MULCH | 05952 | SQYD | 7,766.00 | 7,766.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0235 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0240 | 20-10-10 FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0245 | SEEDING AND PROTECTION | 05985 | SQYD | 7,766.00 | 7,766.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0250 | AGRICULTURAL LIMESTONE | 05992 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0255 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,100.00 | 3,100.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0260 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,100.00 | 3,100.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0265 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,345.00 | 2,345.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,720.00 | 1,720.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| Project | DE06303121822 | Fed/State Project Number | STP BRZ 5291 (005) | Category | 0003 DRAINAGE | |||||||
| 0275 | ENTRANCE PIPE-15 IN | 00440 | LF | 337.00 | 337.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| Project | DE06303121822 | Fed/State Project Number | STP BRZ 5291 (005) | Category | 0004 BRIDGE - CRAIG CREEK - STA. 7+422.25 - DWG. 27635 | |||||||
| 0280 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 406.00 | 115.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0285 | MASONRY COATING | 02998 | SQYD | 438.00 | 433.000 | 27.920 | 75.260 | 103.180 | 9.00 | 251.28 | 928.62 | |
| 0290 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0295 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 113.00 | 184.000 | 210.190 | 210.190 | 15.00 | 3,152.85 | |||
| 0300 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 56.00 | 84.000 | 85.428 | 85.428 | 73.00 | 6,236.24 | |||
| 0305 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,336.00 | 1,054.000 | 48.200 | 1,002.170 | 1,050.370 | 35.00 | 1,687.00 | 36,762.95 | |
| 0310 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 23.00 | 87.000 | 78.350 | 78.350 | 43.00 | 3,369.05 | |||
| 0315 | TEST PILES | 08033 | LF | 35.00 | 40.000 | 40.000 | 40.000 | 125.00 | 5,000.00 | |||
| 0320 | PILES-STEEL HP12X53 | 08046 | LF | 255.00 | 222.000 | 205.420 | 205.420 | 89.00 | 18,282.38 | |||
| 0325 | PILE POINTS-12 IN | 08094 | EACH | 9.00 | 7.000 | 7.000 | 7.000 | 100.00 | 700.00 | |||
| 0330 | CONCRETE-CLASS A | 08100 | CUYD | 165.50 | 260.400 | 31.800 | 218.477 | 250.277 | 573.00 | 18,221.40 | 143,408.72 | |
| 0335 | CONCRETE-CLASS AA | 08104 | CUYD | 216.30 | 198.100 | 0.000 | 0.000 | 805.00 | 0.00 | |||
| 0340 | STEEL REINFORCEMENT | 08150 | LB | 9,488.00 | 24,913.000 | 24,337.680 | 24,337.680 | 1.10 | 26,771.44 | |||
| 0345 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 44,368.00 | 78,556.000 | 3,171.520 | 0.000 | 3,171.520 | 1.15 | 3,647.24 | 3,647.24 | |
| 0350 | RAIL SYSTEM TYPE III | 21532ED | LF | 323.00 | 343.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0355 | DECK DRAIN | 23813EC | EACH | 10.00 | 0.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 0360 | PPC I-BEAM BT 96-49 | 24627ED | LF | 480.50 | 0.000 | -280.000 | 280.000 | 0.000 | 1,008.00 | -282,240.00 | 0.00 | |
| 8000 | PRECAST PC I BEAM TYPE 4 Precast PC I Beam Type 4 | 08634 | LF | 0.00 | 507.500 | 507.500 | 0.000 | 507.500 | 486.25 | 246,771.87 | 246,771.87 | |
| 8001 | MASS CONCRETE Mass Concrete | 10040ES | CUYD | 0.00 | 15.000 | 0.000 | 0.000 | 244.12 | 0.00 | |||
| Project | DE06303121822 | Fed/State Project Number | STP BRZ 5291 (005) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0365 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 24,720.00 | 0.00 | |||
| SUBTOT | $-10,461.19 |
$647,268.58 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0360-1-0I |
Beams | LF |
507.50 | 0008 | $219.500000 | $105,826.44 | ||||||
0360-1-0A |
Beams | LF |
280.00 | 0009 | $219.500000 | $-58,387.00 | ||||||
0360-1-0A |
Beams | LF |
-280.00 | 0011 | $219.500000 | 58,387.00 | $58,387.00 | |||||
| SUBTOT | $105,826.44 |
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