|
Report_Id: 121332 Est NO 0006 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121332 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| 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 | 01/11/2013 TO 01/24/2013 | ||||||
| Date Approved | 02/07/2013 | ||||||
| Primary Proj Number | DE04151261232 | ||||||
| Project No. | BRZ 0603 (216) | ||||||
| Primary County | GRANT | ||||||
| Name of Road | CORINTH-STRINGTOWN ROAD (CS 4009) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES OVER NORFOLK SOUTHERN RAILROAD 0.1 MILE EAST OF US 25 | ||||||
| Date Let | 07/13/2012 | Formal Acceptance | |||||
| Date Awarded | 07/25/2012 | Date Work Began | 11/12/2012 | ||||
| Date Contract Executed | 09/25/2012 | Open To Traffic | |||||
| Date NTP Issued | 09/25/2012 | Actual Completion Date | |||||
| Current Contract Amount | $1,422,341.22 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,313,877.70 |
Total Earnings | $200,320.45 |
$199,480.45 |
$840.00 |
|
| Percent Complete | 23.17 |
Stockpiled Materials | $129,284.63 |
$129,284.63 |
$0.00 |
|
| Funds Available | $1,092,736.14 |
Gross Earnings | $329,605.08 |
$328,765.08 |
$840.00 |
|
| Total Change Orders | $108,463.52 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $329,605.08 |
$328,765.08 |
$840.00 |
|||
| Contract Id | 121332 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0006 | Project Number | BRZ 0603 (216) | |||||||
| Contractor | R G F INC | Period | 01/11/2013 TO 01/24/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Crash Walls - Class A & Class AA Conc. | Approved | 03/15/2013 | $41,006.65 | 5.0 | |||||
| 002 | Construction Revision - Updated Quantities | Approved | 03/18/2013 | $67,456.87 | 6.0 | |||||
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 | 121332 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04151261232 | ||||||
| Estimate Nbr | 0006 | Period | 01/11/2013 TO 01/24/2013 | |||||||
| Contractor | R G F INC | |||||||||
| Project | DE04151261232 | Fed/State Project Number | BRZ 0603 (216) | 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 | |
| 1001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,325.00 | 1,325.000 | 1,003.090 | 1,003.090 | 20.13 | 20,192.20 | |||
| 1002 | ROADWAY EXCAVATION | 02200 | CUYD | 6,756.00 | 6,942.000 | 4,550.500 | 4,550.500 | 15.84 | 72,079.92 | |||
| 1003 | WATER | 02242 | MGAL | 11.00 | 11.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1004 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1005 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 6.60 | 0.00 | |||
| 1006 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 1007 | REMOVE GUARDRAIL | 02381 | LF | 105.00 | 105.000 | 95.000 | 95.000 | 11.00 | 1,045.00 | |||
| 1008 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 82.50 | 0.00 | |||
| 1009 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 82.50 | 0.00 | |||
| 1010 | CLEARING AND GRUBBING (0.7 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 30,075.00 | 27,067.50 | |||
| 1011 | CHANNEL LINING CLASS II | 02483 | TON | 174.00 | 174.000 | 0.000 | 0.000 | 31.90 | 0.00 | |||
| 1012 | CHANNEL LINING CLASS III | 02484 | TON | 139.00 | 139.000 | 0.000 | 0.000 | 34.10 | 0.00 | |||
| 1013 | SIGNS | 02562 | SQFT | 363.00 | 363.000 | 267.000 | 267.000 | 7.70 | 2,055.90 | |||
| 1014 | EDGE KEY | 02585 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 1015 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 4,220.00 | 4,220.000 | 3,832.100 | 3,832.100 | 1.93 | 7,395.95 | |||
| 1016 | TEMP SILT FENCE | 02701 | LF | 290.00 | 290.000 | 595.000 | 595.000 | 2.20 | 1,309.00 | |||
| 1017 | SILT TRAP TYPE A | 02703 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 132.00 | 0.00 | |||
| 1018 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 154.00 | 616.00 | |||
| 1019 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1020 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1021 | CLEAN TEMP SILT FENCE | 02709 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1022 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 1023 | TEMP MULCH | 05952 | SQYD | 3,500.00 | 3,500.000 | 5,809.000 | 5,809.000 | 0.22 | 1,277.98 | |||
| 1024 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,750.00 | 1,750.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 1025 | TOPDRESSING FERTILIZER | 05966 | TON | 0.01 | 0.010 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 1026 | SEEDING AND PROTECTION | 05985 | SQYD | 1,750.00 | 1,750.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 1027 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 1,475.00 | 1,475.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 1028 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.060 | 0.460 | 0.520 | 5,000.00 | 300.00 | 2,600.00 | |
| 1029 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.060 | 0.460 | 0.520 | 9,000.00 | 540.00 | 4,680.00 | |
| 1030 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | |||
| Project | DE04151261232 | Fed/State Project Number | BRZ 0603 (216) | Category | 0002 PAVING | |||||||
| 2001 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 74.00 | 74.000 | 0.000 | 0.000 | 121.00 | 0.00 | |||
| 2002 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 333.00 | 333.000 | 0.000 | 0.000 | 79.20 | 0.00 | |||
| 2003 | DGA BASE | 00001 | TON | 534.00 | 534.000 | 0.000 | 0.000 | 20.90 | 0.00 | |||
| 2004 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 2005 | ASPHALT SEAL COAT | 00103 | TON | 0.35 | 0.350 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| Project | DE04151261232 | Fed/State Project Number | BRZ 0603 (216) | Category | 0003 DRAINAGE | |||||||
| 3001 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 3002 | CHANNEL LINING CLASS III | 02484 | TON | 51.00 | 51.000 | 0.000 | 0.000 | 34.10 | 0.00 | |||
| 3003 | ENTRANCE PIPE-15 IN | 00440 | LF | 49.00 | 49.000 | 24.000 | 24.000 | 44.00 | 1,056.00 | |||
| 3004 | PERFORATED PIPE-4 IN | 01000 | LF | 258.00 | 258.000 | 150.000 | 150.000 | 9.90 | 1,485.00 | |||
| 3005 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 3006 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 473.00 | 0.00 | |||
| 3007 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| Project | DE04151261232 | Fed/State Project Number | BRZ 0603 (216) | Category | 0004 BRIDGE | |||||||
| 4001 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 50.26 | 0.00 | |||
| 4002 | MASONRY COATING | 02998 | SQYD | 444.00 | 444.000 | 0.000 | 0.000 | 9.28 | 0.00 | |||
| 4003 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 79.37 | 0.00 | |||
| 4004 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 435.00 | 435.000 | 217.500 | 217.500 | 89.65 | 19,498.87 | |||
| 4005 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 189.00 | 189.000 | 94.500 | 94.500 | 89.65 | 8,471.92 | |||
| 4006 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 707.00 | 707.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 4007 | TEST PILES | 08033 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 102.36 | 0.00 | |||
| 4008 | PILES-STEEL HP14X73 | 08050 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 49.67 | 0.00 | |||
| 4009 | PILE POINTS-14 IN | 08095 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 4010 | CONCRETE-CLASS A | 08100 | CUYD | 228.30 | 301.500 | 32.000 | 32.000 | 822.11 | 26,307.52 | |||
| 4011 | CONCRETE-CLASS AA | 08104 | CUYD | 237.40 | 237.400 | 0.000 | 0.000 | 495.00 | 0.00 | |||
| 4012 | STEEL REINFORCEMENT | 08150 | LB | 24,893.00 | 29,099.000 | 3,089.000 | 3,089.000 | 1.03 | 3,181.67 | |||
| 4013 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 68,586.00 | 68,586.000 | 0.000 | 0.000 | 1.07 | 0.00 | |||
| 4014 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 799.33 | 799.330 | 0.000 | 0.000 | 225.60 | 0.00 | |||
| 4015 | RAIL SYSTEM TYPE III | 21532ED | LF | 406.00 | 406.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 8001 | LABOR & ADDITOINAL FORMS FOR RR CRASH WALL | 22412NN | LS | 0.00 | 1.000 | 0.000 | 0.000 | 36,647.30 | 0.00 | |||
| 8002 | CONCRETE Hot Water Additive | 24451EC | CUYD | 0.00 | 465.700 | 0.000 | 0.000 | 3.68 | 0.00 | |||
| 8003 | CONCRETE Price Increase - Supplier 12/31/12 | 24451EC | CUYD | 0.00 | 433.700 | 0.000 | 0.000 | 6.10 | 0.00 | |||
| Project | DE04151261232 | Fed/State Project Number | BRZ 0603 (216) | Category | 0005 UTILITY | |||||||
| 5001 | CONDUIT-4 IN | 04799 | LF | 153.00 | 153.000 | 0.000 | 0.000 | 28.60 | 0.00 | |||
| Project | DE04151261232 | Fed/State Project Number | BRZ 0603 (216) | Category | 0006 GUARDRAIL | |||||||
| 6001 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 453.00 | 453.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 6002 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 6003 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 6004 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| Project | DE04151261232 | Fed/State Project Number | BRZ 0603 (216) | Category | 0007 DEMOBILIZATION | |||||||
| 7001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,418.10 | 0.00 | |||
| SUBTOT | $840.00 |
$200,320.44 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4012-1-0I |
STEEL REINUN 615GR60 | LB |
27,677.00 | 0002 | $0.814000 | $21,402.74 | ||||||
4014-1-0I |
I BEAM, TYPE 3 | LF |
799.30 | 0002 | $145.220000 | $110,270.63 | ||||||
4012-1-0A |
STEEL REINUN 615GR60 | LB |
3,089.00 | 0003 | $0.814000 | $-2,388.74 | ||||||
| SUBTOT | $129,284.63 |
|||||||||||