|
Report_Id: 214215 Est NO 0002 |
Date:04/01/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 214215 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05320) Tipton, Michael S. | ||||||
| Contractor | RAME CONTRACTING LLC | ADDR SN 1 VC Code KY0036496 | |||||
| 651 CO-OP DRIVE | |||||||
| PO BOX 293 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 02/11/2022 TO 03/10/2022 | ||||||
| Date Approved | 03/18/2022 | ||||||
| Primary Proj Number | 0512100552101 | ||||||
| Project No. | HSIP 5177 (005) | ||||||
| Primary County | VARIOUS | ||||||
| Name of Road | KY HIGHWAY 55 (KY 55) | ||||||
| Description | FROM KY 155 IN SPENCER COUNTY EXTENDING NORTHEAST TO KY 148 IN SHELBY COUNTY | ||||||
| Date Let | 11/19/2021 | Formal Acceptance | |||||
| Date Awarded | 12/01/2021 | Date Work Began | 02/07/2022 | ||||
| Date Contract Executed | 01/06/2021 | Open To Traffic | |||||
| Date NTP Issued | 01/06/2022 | Actual Completion Date | |||||
| Current Contract Amount | $3,075,568.16 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,075,568.16 |
Total Earnings | $323,270.12 |
$86,437.70 |
$236,832.42 |
|
| Percent Complete | 10.51 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,752,298.04 |
Gross Earnings | $323,270.12 |
$86,437.70 |
$236,832.42 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $323,270.12 |
$86,437.70 |
$236,832.42 |
|||
| Contract Id | 214215 | Change Order Summary |
County | VARIOUS | ||||||
| Estimate Nbr | 0002 | Project Number | HSIP 5177 (005) | |||||||
| Contractor | RAME CONTRACTING LLC | Period | 02/11/2022 TO 03/10/2022 | |||||||
| 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 | 214215 | COMMONWEALTH OF KENTUCKY |
County | VARIOUS | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | 0512100552101 | ||||||
| Estimate Nbr | 0002 | Period | 02/11/2022 TO 03/10/2022 | |||||||
| Contractor | RAME CONTRACTING LLC | |||||||||
| Project | 0512100552101 | Fed/State Project Number | HSIP 5177 (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 | 0512100552101 | Fed/State Project Number | HSIP 5177 (005) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 1,306.00 | 1,306.000 | 0.000 | 0.000 | 42.05 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 23.00 | 23.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 58.00 | 58.000 | 0.000 | 0.000 | 105.67 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 8.10 | 8.100 | 0.000 | 0.000 | 1,072.17 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 149.00 | 149.000 | 0.000 | 0.000 | 187.93 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 484.00 | 484.000 | 0.000 | 0.000 | 151.73 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,473.00 | 1,473.000 | 0.000 | 0.000 | 91.63 | 0.00 | |||
| 0040 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,608.27 | 0.00 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,467.00 | 1,467.000 | 0.000 | 0.000 | 26.29 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 7.30 | 7.300 | 0.000 | 0.000 | 510.31 | 0.00 | |||
| Project | 0512100552101 | Fed/State Project Number | HSIP 5177 (005) | Category | 0002 ROADWAY | |||||||
| 0055 | TEMP DITCH | 02159 | LF | 11,486.00 | 11,486.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0060 | CLEAN TEMP DITCH | 02160 | LF | 5,743.00 | 5,743.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0065 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,045.00 | 4,045.000 | 0.000 | 0.000 | 53.75 | 0.00 | |||
| 0070 | EMBANKMENT IN PLACE | 02230 | CUYD | 6,517.00 | 6,517.000 | 0.000 | 0.000 | 116.00 | 0.00 | |||
| 0075 | FENCE-TEMP | 02259 | LF | 778.00 | 778.000 | 0.000 | 0.000 | 10.21 | 0.00 | |||
| 0080 | REMOVE & REPLACE FENCE (WOOD PLANK FENCE) | 02268 | LF | 720.00 | 720.000 | 0.000 | 0.000 | 26.99 | 0.00 | |||
| 0085 | REMOVE & REPLACE FENCE (WOOD PLANK WITH WOVEN WIRE) | 02268 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 39.81 | 0.00 | |||
| 0090 | REMOVE & REPLACE FENCE (WOVEN WIRE TYPE 1) | 02268 | LF | 645.00 | 645.000 | 0.000 | 0.000 | 17.11 | 0.00 | |||
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 64.00 | 64.000 | 0.000 | 0.000 | 206.19 | 0.00 | |||
| 0100 | WITNESS POST | 02432 | EACH | 64.00 | 64.000 | 0.000 | 0.000 | 206.19 | 0.00 | |||
| 0105 | CLEARING AND GRUBBING (APPROX 7.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.400 | 0.100 | 0.500 | 135,000.00 | 54,000.00 | 67,500.00 | |
| 0110 | EDGE KEY | 02585 | LF | 243.00 | 243.000 | 0.000 | 0.000 | 25.78 | 0.00 | |||
| 0115 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 16,544.00 | 16,544.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 180,000.00 | 18,000.00 | 18,000.00 | |
| 0125 | TEMP SILT FENCE | 02701 | LF | 4,020.00 | 4,020.000 | 900.000 | 0.000 | 900.000 | 3.25 | 2,925.00 | 2,925.00 | |
| 0130 | SILT TRAP TYPE A | 02703 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0160 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 50,000.00 | 5,000.00 | 5,000.00 | |
| 0165 | REPAIR CONCRETE CURB | 03302 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0170 | TEMP SIGNAL | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0175 | EROSION CONTROL BLANKET | 05950 | SQYD | 13,272.00 | 13,272.000 | 0.000 | 0.000 | 2.19 | 0.00 | |||
| 0180 | TEMP MULCH | 05952 | SQYD | 26,967.00 | 26,967.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0185 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 10,787.00 | 10,787.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0190 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 927.84 | 0.00 | |||
| 0195 | MAINTENANCE FERTILIZER | 05964 | TON | 0.56 | 0.560 | 0.000 | 0.000 | 927.84 | 0.00 | |||
| 0200 | SEEDING AND PROTECTION | 05985 | SQYD | 17,978.00 | 17,978.000 | 0.000 | 0.000 | 0.82 | 0.00 | |||
| 0205 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 11,985.00 | 11,985.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0210 | AGRICULTURAL LIMESTONE | 05992 | TON | 22.30 | 22.300 | 0.000 | 0.000 | 97.94 | 0.00 | |||
| 0215 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 32,798.00 | 32,798.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0220 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 21,513.00 | 21,513.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0225 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 128.87 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 154.65 | 0.00 | |||
| 0235 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 201.03 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 335.06 | 0.00 | |||
| Project | 0512100552101 | Fed/State Project Number | HSIP 5177 (005) | Category | 0003 DRAINAGE | |||||||
| 0245 | ENTRANCE PIPE-15 IN | 00440 | LF | 158.00 | 158.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0250 | CULVERT PIPE-15 IN | 00461 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 101.50 | 0.00 | |||
| 0255 | CULVERT PIPE-18 IN | 00462 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0260 | CULVERT PIPE-24 IN | 00464 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 194.50 | 0.00 | |||
| 0265 | CULVERT PIPE-36 IN | 00468 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 373.00 | 0.00 | |||
| 0270 | CULVERT PIPE-42 IN | 00469 | LF | 60.00 | 60.000 | 60.000 | 0.000 | 60.000 | 861.00 | 51,660.00 | 51,660.00 | |
| 0275 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 23.00 | 23.000 | 0.000 | 0.000 | 364.00 | 0.00 | |||
| 0280 | REMOVE PIPE | 01310 | LF | 277.00 | 277.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0285 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0290 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0295 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,463.96 | 0.00 | |||
| 0300 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,773.24 | 0.00 | |||
| 0305 | CHANNEL LINING CLASS II | 02483 | TON | 1,030.00 | 1,030.000 | 0.000 | 0.000 | 60.50 | 0.00 | |||
| 0310 | REMOVE HEADWALL (EXIST BOX CULVERTS) | 02625 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 1,546.40 | 0.00 | |||
| 0315 | REMOVE HEADWALL (EXIST CULVERT PIPE) | 02625 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0320 | REMOVE STRUCTURE (STRUCTURE & HEADWALLS AT STA 206+47) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,900.00 | 0.00 | |||
| 0325 | CLEAN PIPE STRUCTURE | 03262 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 805.00 | 0.00 | |||
| 0330 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 130.00 | 130.000 | 2.000 | 0.000 | 2.000 | 103.09 | 206.18 | 206.18 | |
| 0335 | FOUNDATION PREPARATION (RCBC AT STA 103+43) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 4,639.21 | 2,319.60 | 2,319.60 | |
| 0340 | FOUNDATION PREPARATION (RCBC AT STA 123+37) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,608.27 | 0.00 | |||
| 0345 | FOUNDATION PREPARATION (RCBC AT STA 132+78) | 08003 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,608.27 | 3,608.27 | 3,608.27 | |
| 0350 | FOUNDATION PREPARATION (RCBC AT STA 178+21) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,092.81 | 0.00 | |||
| 0355 | FOUNDATION PREPARATION (RCBC AT STA 183+26) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,814.46 | 0.00 | |||
| 0360 | FOUNDATION PREPARATION (RCBC AT STA 225+60) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,154.68 | 0.00 | |||
| 0365 | FOUNDATION PREPARATION (RCBC AT STA 229+98) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,701.08 | 0.00 | |||
| 0370 | FOUNDATION PREPARATION (RCBC AT STA 247+47) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,639.21 | 0.00 | |||
| 0375 | FOUNDATION PREPARATION (RCBC AT STA 271+17) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,701.08 | 0.00 | |||
| 0380 | FOUNDATION PREPARATION (RCBC AT STA 296+04) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,639.21 | 0.00 | |||
| 0385 | FOUNDATION PREPARATION (RCBC AT STA 320+63) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,814.46 | 0.00 | |||
| 0390 | CONCRETE-CLASS A | 08100 | CUYD | 303.00 | 303.000 | 26.000 | 0.000 | 26.000 | 1,021.66 | 26,563.16 | 26,563.16 | |
| 0395 | STEEL REINFORCEMENT | 08150 | LB | 27,883.00 | 27,883.000 | 665.000 | 0.000 | 665.000 | 1.88 | 1,250.20 | 1,250.20 | |
| 0400 | DROP BOX INLET TY 6E | 22767ES710 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0405 | SAFETY BOX INLET-15 IN SDB-1 | 24395EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,300.00 | 0.00 | |||
| 0410 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 15 INCH P | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| 0415 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 18 INCH P | 24575ES610 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,814.46 | 0.00 | |||
| 0420 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 24 INCH P | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,020.65 | 0.00 | |||
| 0425 | HEADWALL (SLOPED & MITERED CONCRETE-FOR 36 INCH P | 24575ES610 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,329.93 | 0.00 | |||
| Project | 0512100552101 | Fed/State Project Number | HSIP 5177 (005) | Category | 0004 SIGNING | |||||||
| 0430 | TEMPORARY SIGNS | 02562 | SQFT | 750.00 | 750.000 | 397.500 | 397.500 | 4.12 | 1,637.70 | |||
| 0435 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 57.00 | 57.000 | 0.000 | 0.000 | 50.24 | 0.00 | |||
| 0440 | STEEL POST TYPE 1 | 06410 | LF | 81.00 | 81.000 | 0.000 | 0.000 | 35.56 | 0.00 | |||
| 0445 | BARCODE SIGN INVENTORY | 24631EC | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 33.90 | 0.00 | |||
| Project | 0512100552101 | Fed/State Project Number | HSIP 5177 (005) | Category | 0005 GUARDRAIL | |||||||
| 0450 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 10.88 | 0.00 | |||
| 0455 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 66.73 | 0.00 | |||
| 0460 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 61.96 | 0.00 | |||
| 0465 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,667.00 | 0.00 | |||
| 0470 | REMOVE GUARDRAIL | 02381 | LF | 937.50 | 937.500 | 0.000 | 0.000 | 2.89 | 0.00 | |||
| 0475 | GUARDRAIL-BRIDGE CASE I-A | 08806 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 138.02 | 0.00 | |||
| 0480 | PRECAST CONC BRIDGE RAIL BLOCK | 08810 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 631.84 | 0.00 | |||
| 0485 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 103.09 | 0.00 | |||
| 0490 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,507.50 | 1,507.500 | 0.000 | 0.000 | 33.28 | 0.00 | |||
| Project | 0512100552101 | Fed/State Project Number | HSIP 5177 (005) | Category | 0006 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0495 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 142,600.00 | 71,300.00 | 142,600.00 | |
| 0500 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 43,500.00 | 0.00 | |||
| SUBTOT | $236,832.41 |
$323,270.11 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||