|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:09/15/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061219 | Estimate Number | 0018 | Estimate Type FINAL | |||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | R G F INC | ADDR SN 0 VC Code VC0000111903 | |||||
| PO BOX 447 | |||||||
| FLEMINGSBURG , KY , 41041 | |||||||
| Pay Period | 04/22/2011 TO 04/19/2017 | ||||||
| Date Approved | 08/22/2017 | ||||||
| Primary Proj Number | DE04103300619 | ||||||
| Project No. | BRZ 0603 (192) | ||||||
| Primary County | GRANT | ||||||
| Name of Road | CORINTH-CORDOVA ROAD (KY 330) | ||||||
| Description | Replace Bridge and Approaches at CNO & TP Railroad at Corinth 0.1 Mile East of (US 25) | ||||||
| Date Let | 03/31/2006 | Formal Acceptance | 05/16/2007 | ||||
| Date Awarded | 04/18/2006 | Date Work Began | 05/18/2006 | ||||
| Date Contract Executed | 05/12/2006 | Open To Traffic | 10/30/2006 | ||||
| Date NTP Issued | 05/12/2006 | Actual Completion Date | 10/30/2006 | ||||
| Current Contract Amount | $1,299,045.91 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,204,065.79 |
Total Earnings | $1,271,838.93 |
$1,268,747.19 |
$3,091.74 |
|
| Percent Complete | 98.01 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $25,879.12 |
Gross Earnings | $1,271,838.93 |
$1,268,747.19 |
$3,091.74 |
|
| Total Change Orders | $94,980.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,273,166.79 |
$1,270,075.05 |
$3,091.74 |
|||
| Contract Id | 061219 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0018 | Project Number | BRZ 0603 (192) | |||||||
| Contractor | R G F INC | Period | 04/22/2011 TO 04/19/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Incentive, Sewer, Mass Conc, Waterproofing, Ty 2A E/T | Approved | 12/13/2006 | $94,683.42 | 4.0 | |||||
| 002 | Topdressing Fertilizer | Approved | 09/24/2007 | $296.70 | 0.0 | |||||
| 003 | Fuel Adjustment Override | Approved | 12/12/2012 | $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 |
||
| DE04103300619 | 0150 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$1,327.86 |
||
| Contract Id | 061219 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract No | E5 | TRANSPORTATION CABINET |
Primary Project Number | DE04103300619 | ||||||
| Estimate Nbr | 0018 | Period | 04/22/2011 TO 04/19/2017 | |||||||
| Contractor | R G F INC | |||||||||
| Project | DE04103300619 | Fed/State Project Number | BRZ 0603 (192) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 426.00 | 426.000 | 558.120 | 558.120 | 22.50 | 12,557.70 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 422.00 | 422.000 | 590.270 | 590.270 | 25.00 | 14,756.75 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 42.00 | 42.000 | 43.550 | 43.550 | 55.00 | 2,395.25 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 518.00 | 518.000 | 458.610 | 458.610 | 52.00 | 23,847.72 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 107.00 | 107.000 | 110.580 | 110.580 | 52.00 | 5,750.16 | |||
| 0060 | STORM SEWER PIPE-18 INCH | 00522 | LF | 39.50 | 39.500 | 39.500 | 39.500 | 45.00 | 1,777.50 | |||
| 0070 | PERFORATED PIPE-4 INCH | 01000 | LF | 650.00 | 650.000 | 420.000 | 420.000 | 6.50 | 2,730.00 | |||
| 0080 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 40.00 | 40.000 | 65.000 | 65.000 | 6.50 | 422.50 | |||
| 0090 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0100 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0110 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 20.00 | 2,000.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0130 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | SQYD | 53.00 | 53.000 | 72.200 | 72.200 | 42.00 | 3,032.40 | |||
| 0140 | TEMPORARY DITCH | 02159 | LF | 750.00 | 750.000 | 130.000 | 130.000 | 3.00 | 390.00 | |||
| 0150 | ROADWAY EXCAVATION | 02200 | CUYD | 21,916.00 | 21,916.000 | 21,916.000 | 21,916.000 | 10.00 | 219,160.00 | |||
| 0160 | WATER | 02242 | MGAL | 215.00 | 215.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 558.00 | 558.000 | 462.500 | 462.500 | 15.55 | 7,191.87 | |||
| 0180 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0190 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,982.00 | 7,928.00 | |||
| 0200 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,539.00 | 5,078.00 | |||
| 0210 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 75.00 | 675.00 | |||
| 0220 | CHANNEL LINING CLASS II | 02483 | TON | 24.00 | 24.000 | 64.490 | 64.490 | 35.00 | 2,257.15 | |||
| 0230 | CHANNEL LINING CLASS III | 02484 | TON | 68.00 | 68.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0240 | CLEARING AND GRUBBING 2.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0250 | SIGNS | 02562 | SQFT | 173.00 | 173.000 | 1.360 | 274.160 | 275.520 | 8.00 | 10.88 | 2,204.16 | |
| 0260 | EDGE KEY | 02585 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 50.00 | 1,700.00 | |||
| 0270 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 3,195.00 | 3,195.000 | 3.220 | 3,195.940 | 3,199.160 | 3.00 | 9.66 | 9,597.48 | |
| 0280 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0290 | SAFELOADING | 02690 | CUYD | 15.00 | 15.000 | 17.000 | 17.000 | 200.00 | 3,400.00 | |||
| 0300 | TEMPORARY SILT FENCE | 02701 | LF | 687.00 | 687.000 | 900.000 | 900.000 | 3.00 | 2,700.00 | |||
| 0310 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0320 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 2.000 | 5.000 | 7.000 | 200.00 | 400.00 | 1,400.00 | |
| 0330 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0340 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0350 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 687.00 | 687.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0360 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,500.00 | 14,500.00 | |||
| 0370 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0380 | EROSION CONTROL BLANKET | 05950 | SQYD | 450.00 | 450.000 | 540.000 | 540.000 | 2.00 | 1,080.00 | |||
| 0390 | TEMPORARY MULCH | 05952 | SQYD | 13,500.00 | 13,500.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0400 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 13,500.00 | 13,500.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0410 | SEEDING AND PROTECTION | 05985 | SQYD | 6,873.00 | 6,873.000 | 10,830.550 | 10,830.550 | 0.35 | 3,790.69 | |||
| 0420 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 8,800.00 | 8,800.000 | 8,430.000 | 8,430.000 | 0.20 | 1,686.00 | |||
| 0430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,000.00 | 3,000.000 | 3,000.000 | 3,000.000 | 0.50 | 1,500.00 | |||
| 0440 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 19.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0450 | CONCRETE-CLASS A | 08100 | CUYD | 0.93 | 0.930 | 0.930 | 0.930 | 800.00 | 744.00 | |||
| 0460 | STEEL REINFORCEMENT | 08150 | LB | 8.00 | 8.000 | 8.000 | 8.000 | 1.00 | 8.00 | |||
| 0470 | SILT TRAP TYPE C | 20496NS843 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0480 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0490 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0500 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 55.00 | 55.000 | 55.000 | 55.000 | 3.00 | 165.00 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 2.090 | 0.000 | 2.090 | 1.00 | 2.09 | 2.09 | |
| 8002 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 986.04 | 1,972.08 | |||
| 8005 | INCENTIVE | 10204NN | DAY | 0.00 | 19.000 | 19.000 | 19.000 | 5,000.00 | 95,000.00 | |||
| 8006 | TOPDRESSING FERTILIZER | 05966 | TON | 0.00 | 0.600 | 0.600 | 0.600 | 494.50 | 296.70 | |||
| Project | DE04103300619 | Fed/State Project Number | BRZ 0603 (192) | Category | 0002 BRIDGE | |||||||
| 0510 | MASONRY COATING | 02998 | SQYD | 1,030.00 | 1,030.000 | 1,030.000 | 1,030.000 | 8.00 | 8,240.00 | |||
| 0520 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 65.60 | 65.600 | 65.600 | 65.600 | 55.00 | 3,608.00 | |||
| 0530 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 689.70 | 689.700 | 430.300 | 430.300 | 60.00 | 25,818.00 | |||
| 0540 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0550 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 600.00 | 600.000 | 558.700 | 558.700 | 25.00 | 13,967.50 | |||
| 0560 | CONCRETE-CLASS A | 08100 | CUYD | 342.30 | 342.300 | 342.300 | 342.300 | 600.00 | 205,380.00 | |||
| 0570 | CONCRETE-CLASS AA | 08104 | CUYD | 318.50 | 318.500 | 310.600 | 310.600 | 400.00 | 124,240.00 | |||
| 0580 | STEEL REINFORCEMENT | 08150 | LB | 42,785.00 | 42,785.000 | 42,785.000 | 42,785.000 | 0.75 | 32,088.75 | |||
| 0590 | STEEL REINF-EPOXY COATED | 08151 | LB | 91,538.00 | 91,538.000 | 91,538.000 | 91,538.000 | 0.79 | 72,315.02 | |||
| 0600 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,200.50 | 1,200.500 | 1,200.500 | 1,200.500 | 180.00 | 216,090.00 | |||
| 8001 | MASS CONCRETE | 10040NS | DOLL | 0.00 | 1,539.740 | 1,539.740 | 1,539.740 | 1.00 | 1,539.74 | |||
| 8004 | EW~ WATERPROOF JOINT MATERIAL | 10093EX | LF | 0.00 | 91.800 | 91.800 | 91.800 | 33.22 | 3,049.59 | |||
| Project | DE04103300619 | Fed/State Project Number | BRZ 0603 (192) | Category | 0003 SANITARY SEWER | |||||||
| 0610 | STEEL ENCASEMENT PIPE-4 INCH | 01061 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 40.00 | 2,000.00 | |||
| 0620 | PVC PIPE-1 1/2 INCH | 03378 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 15.00 | 1,500.00 | |||
| 0630 | REDUCER 2" X 1-1/2" | 20056EDR16 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20.00 | 20.00 | |||
| 0640 | BALL VALVE FIPXFIP 2" | 20161EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20.00 | 20.00 | |||
| 0650 | TIE-IN TO FORCE MAIN | 21353ND | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0740 | DUCT FOR SANITARY PUMP STATION | 21510ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 8003 | PVC PIPE-1 1/2 INCH TEMPORARY | 03378 | LF | 0.00 | 300.000 | 300.000 | 300.000 | 5.24 | 1,572.00 | |||
| Project | DE04103300619 | Fed/State Project Number | BRZ 0603 (192) | Category | 0004 WATERLINE | |||||||
| 0660 | PVC PIPE-6 INCH | 03385 | LF | 260.00 | 0.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0670 | RECONNECT SERVICE | 03437 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0680 | FLUSH HYDRANT | 03439 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0690 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0700 | GATE VALVE-6 INCH | 03526 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0710 | SERVICE LINE-3/4" | 20311EC | LF | 40.00 | 40.000 | 30.000 | 30.000 | 10.00 | 300.00 | |||
| 0720 | CUT- CAP- AND BLOCK 6 IN | 21048ND | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | DE04103300619 | Fed/State Project Number | BRZ 0603 (192) | Category | 0005 DEMOBILIZATION | |||||||
| 0730 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.150 | 0.850 | 1.000 | 17,794.07 | 2,669.11 | 17,794.07 | |
| SUBTOT | $3,091.74 |
$1,271,838.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0580-1-0I |
Steel Reinforcement | LB |
42,785.00 | 0005 | $0.362520 | $14,734.90 | ||||||
0590-1-1I |
Steel Reinforcement - Epoxy Coated | LB |
43,271.00 | 0008 | $0.433010 | $17,799.94 | ||||||
0590-1-0I |
Steel Reinforcement - Epoxy Coated | LB |
48,122.00 | 0008 | $0.433010 | $19,795.44 | ||||||
0580-1-0A |
Steel Reinforcement | LB |
13,288.15 | 0005 | $0.362520 | $-4,576.36 | ||||||
0580-1-0A |
Steel Reinforcement | LB |
17,472.29 | 0006 | $0.362520 | $-6,017.35 | ||||||
0580-1-0A |
Steel Reinforcement | LB |
11,843.78 | 0007 | $0.362520 | $-4,078.93 | ||||||
0580-1-0A |
Steel Reinforcement | LB |
180.78 | 0008 | $0.362520 | $-62.26 | ||||||
0590-1-1A |
Steel Reinforcement - Epoxy Coated | LB |
33,740.09 | 0009 | $0.433010 | $-13,879.31 | ||||||
0590-1-0A |
Steel Reinforcement - Epoxy Coated | LB |
48,122.00 | 0009 | $0.433010 | $-19,795.44 | ||||||
0590-1-1A |
Steel Reinforcement - Epoxy Coated | LB |
9,530.91 | 0010 | $0.433010 | $-3,920.63 | ||||||
| SUBTOT | $0.00 |
|||||||||||