|
Report_Id: 191220 Est NO 0020 |
Date:07/09/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191220 | Estimate Number | 0020 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04320) Jewell, William C. | ||||||
| Contractor | RAME CONTRACTING LLC | ADDR SN 1 VC Code KY0036496 | |||||
| 651 CO-OP DRIVE | |||||||
| PO BOX 293 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 05/30/2020 TO 06/12/2020 | ||||||
| Date Approved | 06/19/2020 | ||||||
| Primary Proj Number | DE07800491920 | ||||||
| Project No. | FD04 078 0049 023-025 | ||||||
| Primary County | MARION | ||||||
| Name of Road | LORETTO ROAD (KY 49 ) | ||||||
| Description | IMPROVE SAFETY, MOBILITY & GEOMETRICS ON KY 49 NEAR SOUTHERN KY 52 INTERSECTION | ||||||
| Date Let | 07/26/2019 | Formal Acceptance | |||||
| Date Awarded | 08/02/2019 | Date Work Began | 08/20/2019 | ||||
| Date Contract Executed | 08/14/2019 | Open To Traffic | |||||
| Date NTP Issued | 08/14/2019 | Actual Completion Date | |||||
| Current Contract Amount | $2,966,999.72 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,966,999.72 |
Total Earnings | $1,864,268.09 |
$1,254,833.16 |
$609,434.93 |
|
| Percent Complete | 62.83 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,102,731.63 |
Gross Earnings | $1,864,268.09 |
$1,254,833.16 |
$609,434.93 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,864,268.09 |
$1,254,833.16 |
$609,434.93 |
|||
| Contract Id | 191220 | Change Order Summary |
County | MARION | ||||||
| Estimate Nbr | 0020 | Project Number | FD04 078 0049 023-025 | |||||||
| Contractor | RAME CONTRACTING LLC | Period | 05/30/2020 TO 06/12/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 191220 | COMMONWEALTH OF KENTUCKY |
County | MARION | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE07800491920 | ||||||
| Estimate Nbr | 0020 | Period | 05/30/2020 TO 06/12/2020 | |||||||
| Contractor | RAME CONTRACTING LLC | |||||||||
| Project | DE07800491920 | Fed/State Project Number | FD04 078 0049 023-025 | 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 | DE07800491920 | Fed/State Project Number | FD04 078 0049 023-025 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 12,550.00 | 12,550.000 | 5,694.480 | 4,938.370 | 10,632.850 | 20.00 | 113,889.60 | 212,657.00 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 131.00 | 131.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 15.70 | 15.700 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 104.00 | 104.000 | 0.000 | 0.000 | 81.95 | 0.00 | |||
| 0025 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,331.00 | 6,331.000 | 5,973.240 | 0.000 | 5,973.240 | 71.50 | 427,086.66 | 427,086.66 | |
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,925.00 | 1,925.000 | 0.000 | 0.000 | 81.95 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 11.40 | 11.400 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 0370 | SUBGRADE STABILIZATION (ADDED: 7-22-19) | 24790EC | SQYD | 25,845.00 | 25,845.000 | -252.700 | 14,413.000 | 14,160.300 | 7.68 | -1,940.73 | 108,751.10 | |
| Project | DE07800491920 | Fed/State Project Number | FD04 078 0049 023-025 | Category | 0002 ROADWAY | |||||||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5,471.00 | 5,471.000 | 870.770 | 4,384.730 | 5,255.500 | 18.00 | 15,673.86 | 94,599.00 | |
| 0045 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0050 | BARRICADE-TYPE III | 02014 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0055 | REMOVE PAVEMENT | 02091 | SQYD | 5,767.00 | 5,767.000 | 3,148.000 | 0.000 | 3,148.000 | 5.00 | 15,740.00 | 15,740.00 | |
| 0060 | TEMP DITCH | 02159 | LF | 2,882.00 | 2,882.000 | 310.000 | 310.000 | 1.00 | 310.00 | |||
| 0065 | CLEAN TEMP DITCH | 02160 | LF | 1,441.00 | 1,441.000 | 50.000 | 50.000 | 0.50 | 25.00 | |||
| 0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 106,511.00 | 106,511.000 | 535.000 | 61,479.000 | 62,014.000 | 7.30 | 3,905.50 | 452,702.20 | |
| 0075 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 60.00 | 60.000 | 4.000 | 4.000 | 1.00 | 4.00 | |||
| 0080 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 15.80 | 0.00 | |||
| 0085 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0090 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0095 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 70.00 | 210.00 | 210.00 | |
| 0100 | CHANNEL LINING CLASS II | 02483 | TON | 948.00 | 948.000 | 216.870 | 216.870 | 32.00 | 6,939.84 | |||
| 0105 | CLEARING AND GRUBBING (APPROXIMATELY 24.7 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 30,000.00 | 22,500.00 | |||
| 0110 | TEMPORARY SIGNS | 02562 | SQFT | 620.00 | 620.000 | 144.000 | 144.000 | 4.00 | 576.00 | |||
| 0115 | EDGE KEY | 02585 | LF | 60.00 | 60.000 | 20.000 | 0.000 | 20.000 | 50.00 | 1,000.00 | 1,000.00 | |
| 0120 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,664.00 | 1,664.000 | 459.500 | 471.000 | 930.500 | 2.00 | 919.00 | 1,861.00 | |
| 0125 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 50,000.00 | 25,000.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 2,882.00 | 2,882.000 | 1,825.000 | 1,825.000 | 2.00 | 3,650.00 | |||
| 0135 | SILT TRAP TYPE A | 02703 | EACH | 25.00 | 25.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 0140 | SILT TRAP TYPE B | 02704 | EACH | 25.00 | 25.000 | 2.000 | 3.000 | 5.000 | 200.00 | 400.00 | 1,000.00 | |
| 0145 | SILT TRAP TYPE C | 02705 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 25.00 | 25.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0160 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0165 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 15,000.00 | 3,750.00 | |||
| 0170 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 16,995.00 | 16,995.000 | 10,800.000 | 0.000 | 10,800.000 | 1.05 | 11,340.00 | 11,340.00 | |
| 0180 | TEMP MULCH | 05952 | SQYD | 79,614.00 | 79,614.000 | 12,899.000 | 12,899.000 | 0.13 | 1,676.87 | |||
| 0185 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 59,710.00 | 59,710.000 | 30,954.000 | 30,954.000 | 0.14 | 4,333.56 | |||
| 0190 | INITIAL FERTILIZER | 05963 | TON | 0.60 | 0.600 | 0.424 | 0.000 | 0.424 | 800.00 | 339.20 | 339.20 | |
| 0195 | MAINTENANCE FERTILIZER | 05964 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0200 | SEEDING AND PROTECTION | 05985 | SQYD | 81,758.00 | 81,758.000 | 15,275.000 | 0.000 | 15,275.000 | 0.32 | 4,888.00 | 4,888.00 | |
| 0205 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 22,938.00 | 22,938.000 | 7,600.000 | 0.000 | 7,600.000 | 0.16 | 1,216.00 | 1,216.00 | |
| 0210 | SODDING | 05990 | SQYD | 110.00 | 110.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0215 | AGRICULTURAL LIMESTONE | 05992 | TON | 74.00 | 74.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0220 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 46,102.00 | 46,102.000 | 5,543.000 | 0.000 | 5,543.000 | 0.20 | 1,108.60 | 1,108.60 | |
| 0225 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 25,932.00 | 25,932.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0235 | FUEL ADJUSTMENT | 10020NS | DOLL | 38,618.00 | 38,618.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 32,882.00 | 32,882.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0245 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0250 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 12,126.00 | 12,126.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0255 | LONGITUDINAL EDGE KEY | 21289ED | LF | 102.00 | 102.000 | 226.000 | 0.000 | 226.000 | 10.00 | 2,260.00 | 2,260.00 | |
| 0260 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 13,801.00 | 13,801.000 | 373.000 | 3,678.000 | 4,051.000 | 3.25 | 1,212.25 | 13,165.75 | |
| 0265 | DRAIN POND | 23649EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0270 | PIPELINE INSPECTION | 24814EC | LF | 219.00 | 219.000 | 0.000 | 0.000 | 9.13 | 0.00 | |||
| Project | DE07800491920 | Fed/State Project Number | FD04 078 0049 023-025 | Category | 0003 DRAINAGE | |||||||
| 0275 | ENTRANCE PIPE-15 IN | 00440 | LF | 265.00 | 265.000 | 61.000 | 204.000 | 265.000 | 35.00 | 2,135.00 | 9,275.00 | |
| 0280 | CULVERT PIPE-18 IN | 00462 | LF | 201.00 | 201.000 | 32.000 | 169.000 | 201.000 | 57.00 | 1,824.00 | 11,457.00 | |
| 0285 | CULVERT PIPE-30 IN | 00466 | LF | 81.00 | 81.000 | 81.000 | 81.000 | 72.50 | 5,872.50 | |||
| 0290 | CULVERT PIPE-48 IN | 00470 | LF | 156.00 | 156.000 | 0.000 | 0.000 | 135.50 | 0.00 | |||
| 0295 | PERFORATED PIPE-4 IN | 01000 | LF | 203.00 | 203.000 | 179.000 | 179.000 | 10.00 | 1,790.00 | |||
| 0300 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 84.00 | 84.000 | 112.000 | 112.000 | 10.00 | 1,120.00 | |||
| 0305 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 450.00 | 900.00 | 900.00 | |
| 0310 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 518.00 | 518.00 | 518.00 | |
| 0315 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 2.000 | 1.000 | 3.000 | 650.00 | 1,300.00 | 1,950.00 | |
| 0320 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,083.00 | 0.00 | |||
| 0325 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 10.00 | 10.000 | 2.000 | 8.000 | 10.000 | 1,100.00 | 2,200.00 | 11,000.00 | |
| 0330 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 0.500 | 1.500 | 2.000 | 2,620.00 | 1,310.00 | 5,240.00 | |
| 0335 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,375.00 | 5,375.00 | |||
| Project | DE07800491920 | Fed/State Project Number | FD04 078 0049 023-025 | Category | 0004 BRIDGE - CULVERT - STA. 142+58.47 - DWG. 27736 | |||||||
| 0340 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 331.00 | 331.000 | 262.000 | 262.000 | 250.00 | 65,500.00 | |||
| 0345 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0350 | CONCRETE-CLASS A | 08100 | CUYD | 344.40 | 344.400 | 344.400 | 344.400 | 385.00 | 132,594.00 | |||
| 0355 | STEEL REINFORCEMENT | 08150 | LB | 32,168.00 | 32,168.000 | 32,168.000 | 32,168.000 | 1.10 | 35,384.80 | |||
| Project | DE07800491920 | Fed/State Project Number | FD04 078 0049 023-025 | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0360 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,900.00 | 135,900.00 | |||
| 0365 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,800.00 | 0.00 | |||
| SUBTOT | $609,434.93 |
$1,864,268.08 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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