|
Report_Id: 171229 Est NO 0010 |
Date:02/07/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171229 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03300) Spidel, Travis M. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 12/16/2017 TO 01/12/2018 | ||||||
| Date Approved | 01/24/2018 | ||||||
| Primary Proj Number | DE11404461729 | ||||||
| Project No. | NHPP 0031 (012) | ||||||
| Primary County | WARREN | ||||||
| Name of Road | KY 446 | ||||||
| Description | KY 446 | ||||||
| Date Let | 07/28/2017 | Formal Acceptance | |||||
| Date Awarded | 08/04/2017 | Date Work Began | 08/22/2017 | ||||
| Date Contract Executed | 08/09/2017 | Open To Traffic | |||||
| Date NTP Issued | 08/09/2017 | Actual Completion Date | 11/27/2017 | ||||
| Current Contract Amount | $4,068,374.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,068,374.00 |
Total Earnings | $3,444,731.68 |
$3,417,932.62 |
$26,799.06 |
|
| Percent Complete | 84.76 |
Stockpiled Materials | $3,786.61 |
$3,786.61 |
$0.00 |
|
| Funds Available | $619,855.71 |
Gross Earnings | $3,448,518.29 |
$3,421,719.23 |
$26,799.06 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,448,518.29 |
$3,421,719.23 |
$26,799.06 |
|||
| Contract Id | 171229 | Change Order Summary |
County | WARREN | ||||||
| Estimate Nbr | 0010 | Project Number | NHPP 0031 (012) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 12/16/2017 TO 01/12/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material-DGA Override | Approved | 09/26/2017 | $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 |
||
| Contract Id | 171229 | COMMONWEALTH OF KENTUCKY |
County | WARREN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE11404461729 | ||||||
| Estimate Nbr | 0010 | Period | 12/16/2017 TO 01/12/2018 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE11404461729 | Fed/State Project Number | NHPP 0031 (012) | 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 | DE11404461729 | Fed/State Project Number | NHPP 0031 (012) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 20,284.00 | 20,284.000 | 9.640 | 16,535.680 | 16,545.320 | 19.95 | 192.31 | 330,079.13 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 213.00 | 213.000 | 231.890 | 231.890 | 80.50 | 18,667.14 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 26.00 | 26.000 | 27.740 | 27.740 | 925.00 | 25,659.50 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,843.00 | 4,843.000 | 322.850 | 322.850 | 54.75 | 17,676.03 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 17,528.00 | 17,528.000 | 20,281.990 | 20,281.990 | 54.15 | 1,098,269.75 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 708.00 | 708.000 | 0.000 | 0.000 | 63.30 | 0.00 | |||
| 0035 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 2,453.00 | 2,453.000 | 3,457.490 | 3,457.490 | 65.95 | 228,021.46 | |||
| 0040 | SUBGRADE STABILIZATION (ADDED: 7-18-17) | 24790EC | SQYD | 47,651.00 | 47,651.000 | 43,215.990 | 43,215.990 | 12.95 | 559,647.07 | |||
| 8000 | NON-SPEC MATERIAL DGA | 10070NS | DOLL | 0.00 | 0.001 | -3,436.000 | -3,436.000 | 1.00 | -3,436.00 | |||
| Project | DE11404461729 | Fed/State Project Number | NHPP 0031 (012) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6,000.00 | 6,000.000 | 169.040 | 169.040 | 27.00 | 4,564.08 | |||
| 0050 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 1,390.00 | 1,390.000 | 1,492.000 | 1,492.000 | 37.00 | 55,204.00 | |||
| 0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 66.00 | 66.000 | 64.000 | 64.000 | 6.00 | 384.00 | |||
| 0060 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 37.00 | 37.000 | 24.000 | 24.000 | 6.00 | 144.00 | |||
| 0065 | INSTALL TEMP CONC MED BARR | 01992 | LF | 3,500.00 | 3,500.000 | 3,440.000 | 3,440.000 | 8.36 | 28,758.40 | |||
| 0070 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 6,000.00 | 6,000.000 | 5,160.000 | 5,160.000 | 1.75 | 9,030.00 | |||
| 0075 | BARRICADE-TYPE III | 02014 | EACH | 21.00 | 21.000 | 3.000 | 3.000 | 141.51 | 424.53 | |||
| 0080 | REMOVE PCC PAVEMENT | 02058 | SQYD | 30,625.00 | 30,625.000 | 29,713.140 | 29,713.140 | 4.82 | 143,217.33 | |||
| 0085 | ROADWAY EXCAVATION | 02200 | CUYD | 12,638.00 | 12,638.000 | 12,809.410 | 12,809.410 | 14.25 | 182,534.09 | |||
| 0090 | DITCHING | 02237 | LF | 20,072.00 | 20,072.000 | 1,500.000 | 1,500.000 | 0.75 | 1,125.00 | |||
| 0095 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 0105 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 11.000 | 7.000 | 7.000 | 600.00 | 4,200.00 | |||
| 0110 | REMOVE GUARDRAIL | 02381 | LF | 6,335.00 | 6,335.000 | 7,387.500 | 7,387.500 | 1.00 | 7,387.50 | |||
| 0115 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0120 | CHANNEL LINING CLASS II | 02483 | TON | 33.00 | 33.000 | 78.250 | 78.250 | 60.02 | 4,696.56 | |||
| 0125 | TEMPORARY SIGNS | 02562 | SQFT | 2,500.00 | 2,500.000 | 394.500 | 394.500 | 5.77 | 2,276.26 | |||
| 0130 | EDGE KEY | 02585 | LF | 1,648.00 | 1,648.000 | 870.000 | 870.000 | 9.70 | 8,439.00 | |||
| 0135 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 4,500.00 | 4,500.000 | 175.000 | 175.000 | 2.52 | 441.00 | |||
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,896.40 | 86,896.40 | |||
| 0145 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 3,396.24 | 10,188.72 | |||
| 0150 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 534.00 | 534.00 | |||
| 0155 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 143.00 | 143.000 | 225.580 | 225.580 | 31.44 | 7,092.23 | |||
| 0160 | SHOULDER RUMBLE STRIPS | 02696 | LF | 21,438.00 | 21,438.000 | 17,224.000 | 17,224.000 | 0.40 | 6,889.60 | |||
| 0165 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 160.20 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0175 | STAKING (ADDED: 7-18-17) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,642.00 | 33,642.00 | |||
| 0180 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 566.04 | 1,698.12 | |||
| 0185 | RELOCATE CRASH CUSHION | 02898 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 1,821.00 | 5,463.00 | |||
| 0190 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,500.00 | 2,500.000 | 1,940.000 | 1,940.000 | 10.11 | 19,613.40 | |||
| 0195 | TUBULAR MARKERS | 03225 | EACH | 64.00 | 64.000 | 52.000 | 52.000 | 123.89 | 6,442.28 | |||
| 0200 | CONDUIT-2 IN | 04795 | LF | 200.00 | 200.000 | 2,425.000 | 2,425.000 | 14.70 | 35,647.50 | |||
| 0205 | TRENCHING AND BACKFILLING | 04820 | LF | 200.00 | 200.000 | 1,695.000 | 1,695.000 | 3.32 | 5,627.40 | |||
| 0210 | LOOP WIRE | 04830 | LF | 6,550.00 | 6,550.000 | 24,200.000 | 24,200.000 | 0.52 | 12,584.00 | |||
| 0215 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,970.00 | 1,970.000 | 1,845.000 | 1,845.000 | 11.44 | 21,106.80 | |||
| 0220 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,678.00 | 5,678.000 | 6,700.000 | 6,700.000 | 1.50 | 10,050.00 | |||
| 0225 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0230 | 20-10-10 FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0235 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 98.00 | 98.000 | 11.000 | 11.000 | 32.00 | 352.00 | |||
| 0240 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 89.00 | 89.000 | 56.000 | 56.000 | 32.00 | 1,792.00 | |||
| 0245 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 40,810.00 | 40,810.000 | 41,486.000 | 41,486.000 | 0.20 | 8,297.20 | |||
| 0250 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 24,648.00 | 24,648.000 | 26,622.000 | 26,622.000 | 0.22 | 5,856.84 | |||
| 0255 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 1,436.00 | 1,436.000 | 1,395.000 | 1,395.000 | 0.60 | 837.00 | |||
| 0260 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 255.00 | 255.000 | 80.000 | 80.000 | 12.00 | 960.00 | |||
| 0265 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 4.000 | 4.000 | 130.00 | 520.00 | |||
| 0270 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0275 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 3,692.00 | 11,076.00 | |||
| 0280 | FUEL ADJUSTMENT | 10020NS | DOLL | 53,835.00 | 53,835.000 | 26,606.740 | 0.000 | 26,606.740 | 1.00 | 26,606.74 | 26,606.74 | |
| 0285 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 99,821.00 | 99,821.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0290 | JOINT ADHESIVE | 20071EC | LF | 31,326.00 | 31,326.000 | 25,284.000 | 25,284.000 | 0.55 | 13,906.20 | |||
| 0295 | TEMPORARY MEDIAN CROSSOVER | 20259ED | EACH | 1.00 | 1.000 | 0.640 | 0.640 | 54,841.11 | 35,098.31 | |||
| 0300 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 6,950.00 | 6,950.000 | 6,166.500 | 6,166.500 | 15.70 | 96,814.05 | |||
| 0305 | ADJUST LIGHTING JUNCTION BOX | 23556NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0310 | INLAID PAVEMENT MARKER | 24489EC | EACH | 210.00 | 210.000 | 287.000 | 287.000 | 40.00 | 11,480.00 | |||
| Project | DE11404461729 | Fed/State Project Number | NHPP 0031 (012) | Category | 0003 DRAINAGE | |||||||
| 0315 | CULVERT PIPE-15 IN | 00461 | LF | 8.00 | 8.000 | 13.000 | 13.000 | 100.00 | 1,300.00 | |||
| 0320 | CULVERT PIPE-18 IN | 00462 | LF | 16.00 | 16.000 | 35.000 | 35.000 | 120.00 | 4,200.00 | |||
| 0325 | CULVERT PIPE-24 IN | 00464 | LF | 4.00 | 4.000 | 7.000 | 7.000 | 150.00 | 1,050.00 | |||
| 0330 | CULVERT PIPE-36 IN | 00468 | LF | 12.00 | 12.000 | 5.000 | 5.000 | 160.00 | 800.00 | |||
| 0335 | CULVERT PIPE-42 IN | 00469 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0340 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0345 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 1,400.00 | 8,400.00 | |||
| 0350 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0355 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0360 | METAL END SECTION TY 1-36 IN | 01375 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0365 | CURB BOX INLET TYPE A T | 01458 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 3,800.00 | 11,400.00 | |||
| Project | DE11404461729 | Fed/State Project Number | NHPP 0031 (012) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0370 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 182,800.00 | 182,800.00 | |||
| 0375 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 58,020.00 | 0.00 | |||
| SUBTOT | $26,799.05 |
$3,444,731.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0040-1-0I |
GEOGRID REINF. | SQYD |
47,651.00 | 0001 | $0.853800 | $40,684.42 | ||||||
0040-1-0A |
GEOGRID REINF. | SQYD |
15,221.24 | 0003 | $0.853800 | $-12,995.89 | ||||||
0040-1-0A |
GEOGRID REINF. | SQYD |
11,000.77 | 0004 | $0.853800 | $-9,392.46 | ||||||
0040-1-0A |
GEOGRID REINF. | SQYD |
7,310.20 | 0005 | $0.853800 | $-6,241.45 | ||||||
0040-1-0A |
GEOGRID REINF. | SQYD |
9,302.78 | 0006 | $0.853800 | $-7,942.71 | ||||||
0040-1-0A |
GEOGRID REINF. | SQYD |
381.00 | 0007 | $0.853800 | $-325.30 | ||||||
| SUBTOT | $3,786.61 |
|||||||||||