|
Report_Id: 204409 Est NO 0012 |
Date:08/12/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 204409 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 07/09/2021 TO 07/22/2021 | ||||||
| Date Approved | 07/30/2021 | ||||||
| Primary Proj Number | 0202401152001 | ||||||
| Project No. | HSIP 9010 (327) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | PEMBROKE-OAK GROVE ROAD (KY 115) | ||||||
| Description | FROM 0.12 MILE NORTH OF THE I-24 INTERCHANGE EXTENDING NORTH TO THE INTERSECTION OF MASON LANE | ||||||
| Date Let | 12/11/2020 | Formal Acceptance | |||||
| Date Awarded | 12/18/2020 | Date Work Began | 01/20/2021 | ||||
| Date Contract Executed | 01/19/2021 | Open To Traffic | |||||
| Date NTP Issued | 01/19/2021 | Actual Completion Date | |||||
| Current Contract Amount | $2,331,527.99 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,331,527.99 |
Total Earnings | $564,655.42 |
$524,853.05 |
$39,802.37 |
|
| Percent Complete | 24.22 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,766,872.57 |
Gross Earnings | $564,655.42 |
$524,853.05 |
$39,802.37 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $564,655.42 |
$524,853.05 |
$39,802.37 |
|||
| Contract Id | 204409 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0012 | Project Number | HSIP 9010 (327) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 07/09/2021 TO 07/22/2021 | |||||||
| 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 | 204409 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | 0202401152001 | ||||||
| Estimate Nbr | 0012 | Period | 07/09/2021 TO 07/22/2021 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | 0202401152001 | Fed/State Project Number | HSIP 9010 (327) | 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 | 0202401152001 | Fed/State Project Number | HSIP 9010 (327) | Category | 0001 PAVING | |||||||
| 0005 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,679.00 | 1,679.000 | 101.880 | 101.880 | 63.80 | 6,499.94 | |||
| 0010 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 5,685.00 | 5,685.000 | 0.000 | 0.000 | 58.01 | 0.00 | |||
| 0015 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 32.00 | 32.000 | 0.000 | 0.000 | 555.00 | 0.00 | |||
| Project | 0202401152001 | Fed/State Project Number | HSIP 9010 (327) | Category | 0002 ROADWAY | |||||||
| 0020 | DGA BASE | 00001 | TON | 6,832.00 | 6,832.000 | 2,017.780 | 2,017.780 | 33.51 | 67,615.80 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 409.00 | 409.000 | 0.000 | 0.000 | 63.85 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 698.06 | 0.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | TON | 858.00 | 858.000 | 0.000 | 0.000 | 60.84 | 0.00 | |||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0045 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0050 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0055 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 1,663.00 | 1,663.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0065 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0070 | DITCHING AND SHOULDERING | 02575 | LF | 71,256.00 | 71,256.000 | 2,595.000 | 4,614.500 | 7,209.500 | 4.77 | 12,378.15 | 34,389.31 | |
| 0075 | MAINTAIN & CONTROL TRAFFIC (CHRISTIAN KY 115 HSIP) | 02650 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 101,621.23 | 60,972.73 | |||
| 0080 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,803.50 | 5,607.00 | |||
| 0085 | MOBILIZATION FOR MILL & TEXT (CHRISTIAN KY 115 HSIP) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,136.00 | 0.00 | |||
| 0090 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 303.00 | 303.000 | 0.000 | 0.000 | 34.70 | 0.00 | |||
| 0095 | STAKING (CHRISTIAN KY 115 HSIP) | 02726 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 22,428.00 | 13,456.80 | |||
| 0100 | BASE FAILURE REPAIR | 03240 | SQYD | 973.00 | 973.000 | 0.000 | 0.000 | 58.97 | 0.00 | |||
| 0105 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0110 | TEMP MULCH | 05952 | SQYD | 53,292.00 | 53,292.000 | 10,751.790 | 0.000 | 10,751.790 | 0.10 | 1,075.17 | 1,075.17 | |
| 0115 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 39,770.00 | 39,770.000 | 12,275.000 | 12,275.000 | 0.15 | 1,841.25 | |||
| 0120 | INITIAL FERTILIZER | 05963 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0125 | MAINTENANCE FERTILIZER | 05964 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0130 | SEEDING AND PROTECTION | 05985 | SQYD | 31,816.00 | 31,816.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0135 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 50,000.00 | 50,000.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0140 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 75,000.00 | 75,000.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 0145 | FUEL ADJUSTMENT | 10020NS | DOLL | 15,617.00 | 15,617.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 33,239.00 | 33,239.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0155 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0160 | SHOULDER MILLING/TRENCHING | 20748ED | SQYD | 2,968.00 | 2,968.000 | 1,074.430 | 1,074.430 | 21.41 | 23,003.54 | |||
| 0165 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,905.00 | 1,905.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0170 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| Project | 0202401152001 | Fed/State Project Number | HSIP 9010 (327) | Category | 0003 DRAINAGE | |||||||
| 0175 | ENTRANCE PIPE-15 IN | 00440 | LF | 258.00 | 258.000 | 90.000 | 90.000 | 48.88 | 4,399.20 | |||
| 0180 | ENTRANCE PIPE-18 IN | 00441 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 61.84 | 0.00 | |||
| 0185 | ENTRANCE PIPE-24 IN | 00443 | LF | 92.00 | 92.000 | 32.000 | 32.000 | 71.13 | 2,276.16 | |||
| 0190 | CULVERT PIPE-15 IN | 00461 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 109.24 | 0.00 | |||
| 0195 | CULVERT PIPE-18 IN | 00462 | LF | 537.00 | 537.000 | 534.000 | 534.000 | 100.97 | 53,917.98 | |||
| 0200 | CULVERT PIPE-24 IN | 00464 | LF | 238.00 | 238.000 | 282.000 | 282.000 | 125.56 | 35,407.92 | |||
| 0205 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,890.00 | 0.00 | |||
| 0210 | REMOVE PIPE | 01310 | LF | 621.00 | 621.000 | 51.000 | 822.000 | 873.000 | 11.21 | 571.71 | 9,786.33 | |
| 0215 | SAFETY BOX INLET-18 IN SDB-1 | 01726 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0220 | TEMP DITCH | 02159 | LF | 35,793.00 | 35,793.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0225 | CLEAN TEMP DITCH | 02160 | LF | 17,897.00 | 17,897.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | CHANNEL LINING CLASS II | 02483 | TON | 200.00 | 200.000 | 558.410 | 558.410 | 38.47 | 21,482.03 | |||
| 0235 | REMOVE HEADWALL | 02625 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 325.74 | 10,423.68 | |||
| 0240 | TEMP SILT FENCE | 02701 | LF | 35,793.00 | 35,793.000 | 0.000 | 0.000 | 2.92 | 0.00 | |||
| 0245 | SILT TRAP TYPE A | 02703 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 213.60 | 0.00 | |||
| 0250 | SILT TRAP TYPE B | 02704 | EACH | 32.00 | 32.000 | 3.000 | 3.000 | 213.60 | 640.80 | |||
| 0255 | SILT TRAP TYPE C | 02705 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 213.60 | 0.00 | |||
| 0260 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0265 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0275 | EROSION CONTROL BLANKET | 05950 | SQYD | 47,424.00 | 47,424.000 | 471.110 | 0.000 | 471.110 | 1.65 | 777.33 | 777.33 | |
| 0280 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 7.00 | 7.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0285 | FOUNDATION PREPARATION (10'X3' CULVERT - STA 450+09) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0290 | FOUNDATION PREPARATION (4'X4' CULVERT - STA 202+20) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0295 | FOUNDATION PREPARATION (6'X3' CULVERT - STA 340+44) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0300 | FOUNDATION PREPARATION (8'X5' CULVERT - STA 291+50) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0305 | FOUNDATION PREPARATION 6'X3' CULVERT - STA 420+42 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0310 | CONCRETE-CLASS A | 08100 | CUYD | 75.00 | 75.000 | 78.000 | 78.000 | 1,195.00 | 93,210.00 | |||
| 0315 | STEEL REINFORCEMENT | 08150 | LB | 7,874.00 | 7,874.000 | 7,874.000 | 7,874.000 | 1.32 | 10,393.68 | |||
| 0320 | HEADWALL (SLOPED & MITERED CONCRETE FOR 15 INCH P | 24575ES610 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,500.00 | 5,000.00 | 5,000.00 | |
| 0325 | HEADWALL (SLOPED & MITERED CONCRETE FOR 18 INCH P | 24575ES610 | EACH | 21.00 | 21.000 | 8.000 | 0.000 | 8.000 | 2,500.00 | 20,000.00 | 20,000.00 | |
| 0330 | HEADWALL (SLOPED & MITERED CONCRETE FOR 24 INCH P | 24575ES610 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0335 | BOX CULVERT (4'X4', STA 202+20) | 24694ED | LF | 10.00 | 10.000 | 6.000 | 6.000 | 1,460.00 | 8,760.00 | |||
| 0340 | BOX CULVERT (6'X3', STA 340+44) | 24694ED | LF | 12.00 | 12.000 | 8.000 | 8.000 | 1,542.00 | 12,336.00 | |||
| 0345 | BOX CULVERT (6'X3', STA 420+42) | 24694ED | LF | 11.00 | 11.000 | 7.000 | 7.000 | 1,542.00 | 10,794.00 | |||
| 0350 | BOX CULVERT HEADWALL (4'X4', 0DEG SKEW, STA 202+20) | 24695ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
| 0355 | BOX CULVERT HEADWALL (6'X3', 0DEG SKEW, STA 340+44) | 24695ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0360 | BOX CULVERT HEADWALL (6'X3', 0DEG SKEW, STA 420+42) | 24695ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0405 | PIPELINE VIDEO INSPECTION (ADDED: 12-1-20) | 23131ER701 | LF | 819.00 | 819.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 0410 | REMOVE HEADWALL (FOR PROPOSED SINGLE BARREL RCBC EXTENSI | 02625 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | 0202401152001 | Fed/State Project Number | HSIP 9010 (327) | Category | 0004 SIGNING | |||||||
| 0365 | TEMPORARY SIGNS | 02562 | SQFT | 150.00 | 150.000 | 268.000 | 268.000 | 8.54 | 2,288.72 | |||
| 0370 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 429.00 | 429.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0375 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 134.00 | 134.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0380 | STEEL POST TYPE 1 | 06410 | LF | 810.00 | 810.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0385 | REMOVE SIGN | 21373ND | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0390 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0395 | BARCODE SIGN INVENTORY | 24631EC | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | 0202401152001 | Fed/State Project Number | HSIP 9010 (327) | Category | 0005 DEMOBILIZATION | |||||||
| 0400 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,952.80 | 0.00 | |||
| SUBTOT | $39,802.37 |
$564,655.41 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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