|
Report_Id: 221042 Est NO 0011 |
Date:04/17/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221042 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10300) Watts, Isaac T. | ||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | ADDR SN 0 VC Code KS0011163 | |||||
| 21355 RIDGETOP CIR STE 250 | |||||||
| STERLING , VA , 20166 | |||||||
| Pay Period | 03/11/2023 TO 03/24/2023 | ||||||
| Date Approved | 04/03/2023 | ||||||
| Primary Proj Number | DE01300152242 | ||||||
| Project No. | STP 0151(093) | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | PANBOWL LAKE(KY-15) | ||||||
| Description | DRAINAGE AND SAFETY IMPROVEMENTS ALONG KY-15 NEAR PANBOWL LA KE | ||||||
| Date Let | 08/18/2022 | Formal Acceptance | |||||
| Date Awarded | 08/23/2022 | Date Work Began | 10/17/2022 | ||||
| Date Contract Executed | 08/31/2022 | Open To Traffic | |||||
| Date NTP Issued | 08/31/2022 | Actual Completion Date | |||||
| Current Contract Amount | $5,892,435.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,957,326.10 |
Total Earnings | $3,094,124.44 |
$2,928,535.44 |
$165,589.00 |
|
| Percent Complete | 52.51 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,798,311.16 |
Gross Earnings | $3,094,124.44 |
$2,928,535.44 |
$165,589.00 |
|
| Total Change Orders | $-64,890.50 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,094,124.44 |
$2,928,535.44 |
$165,589.00 |
|||
| Contract Id | 221042 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0011 | Project Number | STP 0151(093) | |||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | Period | 03/11/2023 TO 03/24/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Secant Piles / Value Engineering | Approved | 02/13/2023 | $-64,890.50 | 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 | 221042 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract Type | GEOT GEOTECHNICAL | TRANSPORTATION CABINET |
Primary Project Number | DE01300152242 | ||||||
| Estimate Nbr | 0011 | Period | 03/11/2023 TO 03/24/2023 | |||||||
| Contractor | SCHNABEL FOUNDATION COMPANY | |||||||||
| Project | DE01300152242 | Fed/State Project Number | STP 0151(093) | 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 | DE01300152242 | Fed/State Project Number | STP 0151(093) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 533.00 | 533.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 880.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 380.00 | 380.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 4.10 | 4.100 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0030 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 710.00 | 710.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,280.00 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 642.00 | 642.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| Project | DE01300152242 | Fed/State Project Number | STP 0151(093) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 279.00 | 279.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,342.00 | 1,342.000 | 105.660 | 105.660 | 69.00 | 7,290.54 | |||
| 0055 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0060 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 26.00 | 26.000 | 25.000 | 25.000 | 14.00 | 350.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 165.00 | 330.00 | |||
| 0070 | TEMP DITCH | 02159 | LF | 100.00 | 100.000 | 225.000 | 225.000 | 6.00 | 1,350.00 | |||
| 0075 | CLEAN TEMP DITCH | 02160 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0080 | ROADWAY EXCAVATION | 02200 | CUYD | 1,613.00 | 1,613.000 | 1,613.000 | 1,613.000 | 75.00 | 120,975.00 | |||
| 0085 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0090 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0095 | REMOVE GUARDRAIL | 02381 | LF | 527.00 | 527.000 | 512.500 | 512.500 | 5.00 | 2,562.50 | |||
| 0100 | CONCRETE-CLASS B | 02555 | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0105 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 301.000 | 301.000 | 20.00 | 6,020.00 | |||
| 0110 | QUALITY CONTROL | 02572 | LS | 1.00 | 1.000 | 0.400 | 0.200 | 0.600 | 105,000.00 | 42,000.00 | 63,000.00 | |
| 0115 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 2,956.00 | 2,956.000 | 250.000 | 250.000 | 5.00 | 1,250.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 115,000.00 | 57,500.00 | |||
| 0125 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 650.00 | 650.000 | 670.000 | 670.000 | 9.00 | 6,030.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 6.000 | 1.000 | 7.000 | 2,200.00 | 13,200.00 | 15,400.00 | |
| 0145 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 11.00 | 22.00 | 22.00 | |
| 0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 11.00 | 44.00 | 44.00 | |
| 0155 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,000.00 | 0.00 | |||
| 0160 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 486.00 | 486.000 | 512.000 | 512.000 | 140.00 | 71,680.00 | |||
| 0165 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0170 | EROSION CONTROL BLANKET | 05950 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0175 | TEMP MULCH | 05952 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0180 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 30.00 | 30.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0190 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0195 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 770.00 | 0.00 | |||
| 0200 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 5,584.00 | 5,584.000 | 5,561.000 | 5,561.000 | 2.00 | 11,122.00 | |||
| 0205 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0210 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0215 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0220 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 0225 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 0230 | PRE-DRILLING FOR PILES (REVISED 8/15/2022) | 08039 | LF | 12,064.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0235 | STEEL REINFORCEMENT-EPOXY COATED (REVISED 8/15/2022) | 08151 | LB | 13,600.00 | 13,600.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0240 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 12,000.00 | 36,000.00 | |||
| 0245 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0250 | SAW CUT | 20430ED | LF | 596.00 | 596.000 | 636.000 | 636.000 | 25.00 | 15,900.00 | |||
| 0255 | ROCK SOUNDINGS | 20745ED | LF | 120.00 | 120.000 | 246.700 | 246.700 | 30.00 | 7,401.00 | |||
| 0260 | ROCK CORINGS | 20746ED | LF | 15.00 | 15.000 | 35.000 | 35.000 | 75.00 | 2,625.00 | |||
| 0265 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 500.00 | 500.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 0270 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 2,500.00 | 2,500.000 | 2,360.000 | 2,360.000 | 2.50 | 5,900.00 | |||
| 0275 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 101.00 | 101.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0280 | GROUT (REVISED 8/15/2022) | 23911EC | CUYD | 1,403.00 | 0.000 | 0.000 | 0.000 | 520.00 | 0.00 | |||
| 0285 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 3,495.00 | 3,495.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0290 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 2,857.00 | 2,857.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0300 | SHEET PILING | 24787EN | SQFT | 24,127.00 | 0.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0305 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 8001 | CSL TESTING CSL testing on secant piles | 22839NN | EACH | 0.00 | 3.000 | 1.000 | 2.000 | 3.000 | 15,000.00 | 15,000.00 | 45,000.00 | |
| 8002 | EW~ SECANT PILES | 10093EX | LF | 0.00 | 7,481.000 | 173.000 | 4,479.400 | 4,652.400 | 551.00 | 95,323.00 | 2,563,472.40 | |
| 8003 | EW~ IN-SITU PERMEABILITY TESTS | 10094NX | EACH | 0.00 | 4.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 8004 | EW~ SECANT PILE CONCRETE CORES | 10094NX | EACH | 0.00 | 8.000 | 3.000 | 3.000 | 7,500.00 | 22,500.00 | |||
| 8005 | VALUE ENGINEERING VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 64,890.500 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE01300152242 | Fed/State Project Number | STP 0151(093) | Category | 0003 MOBILIZATION & DEMOBILIZATION | |||||||
| 0310 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 275,000.00 | 0.00 | |||
| 0315 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 85,000.00 | 0.00 | |||
| SUBTOT | $165,589.00 |
$3,094,124.44 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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