|
Report_Id: 251002 Est NO 0003 |
Date:04/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251002 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04340) Smith, Jared D | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 03/22/2025 TO 04/04/2025 | ||||||
| Date Approved | 04/14/2025 | ||||||
| Primary Proj Number | DE0430NEW2502 | ||||||
| Project No. | FD06 043 3155 NEWRT | ||||||
| Primary County | GRAYSON | ||||||
| Name of Road | NEW ROUTE- KY-54-KY-259 | ||||||
| Description | EXTEND THE WILLIAM THOMASON BYWAY FROM THE SOUTHERN INTERSEC TION AT KY-259 WESTERLY TO KY-54 | ||||||
| Date Let | 01/23/2025 | Formal Acceptance | |||||
| Date Awarded | 01/29/2025 | Date Work Began | 03/03/2025 | ||||
| Date Contract Executed | 02/26/2025 | Open To Traffic | |||||
| Date NTP Issued | 02/26/2025 | Actual Completion Date | |||||
| Current Contract Amount | $22,773,774.88 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,773,774.88 |
Total Earnings | $1,160,338.97 |
$944,912.01 |
$215,426.96 |
|
| Percent Complete | 5.10 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $21,613,435.91 |
Gross Earnings | $1,160,338.97 |
$944,912.01 |
$215,426.96 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,160,338.97 |
$944,912.01 |
$215,426.96 |
|||
| Contract Id | 251002 | Change Order Summary |
County | GRAYSON | ||||||
| Estimate Nbr | 0003 | Project Number | FD06 043 3155 NEWRT | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 03/22/2025 TO 04/04/2025 | |||||||
| 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 | 251002 | COMMONWEALTH OF KENTUCKY |
County | GRAYSON | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE0430NEW2502 | ||||||
| Estimate Nbr | 0003 | Period | 03/22/2025 TO 04/04/2025 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | 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 | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 46,843.00 | 46,843.000 | 0.000 | 0.000 | 30.17 | 0.00 | |||
| 0010 | LIME STABILIZED ROADBED | 00013 | SQYD | 49,911.00 | 49,911.000 | 0.000 | 0.000 | 11.02 | 0.00 | |||
| 0015 | LIME | 00014 | TON | 1,402.00 | 1,402.000 | 0.000 | 0.000 | 302.10 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 13,182.00 | 13,182.000 | 38.500 | 38.500 | 29.68 | 1,142.68 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 456.00 | 456.000 | 0.000 | 0.000 | 175.95 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | TON | 738.00 | 738.000 | 0.000 | 0.000 | 111.95 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,893.00 | 9,893.000 | 0.000 | 0.000 | 92.95 | 0.00 | |||
| 0045 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 635.00 | 635.000 | 0.000 | 0.000 | 102.95 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,861.00 | 6,861.000 | 0.000 | 0.000 | 95.80 | 0.00 | |||
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,813.00 | 4,813.000 | 0.000 | 0.000 | 107.90 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,313.00 | 1,313.000 | 0.000 | 0.000 | 113.85 | 0.00 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 70.00 | 70.000 | 0.000 | 0.000 | 720.10 | 0.00 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 51.00 | 51.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0075 | CL3 ASPH SURF 0.38B PG76-22 | 00387 | TON | 317.00 | 317.000 | 0.000 | 0.000 | 150.80 | 0.00 | |||
| 0080 | JPC PAVEMENT-8 IN | 02084 | SQYD | 825.00 | 825.000 | 0.000 | 0.000 | 131.21 | 0.00 | |||
| 0085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 14,917.00 | 14,917.000 | 0.000 | 0.000 | 2.28 | 0.00 | |||
| 0090 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 17,302.00 | 17,302.000 | 1,833.330 | 0.000 | 1,833.330 | 4.46 | 8,176.65 | 8,176.65 | |
| 0095 | SAND FOR BLOTTER | 02702 | TON | 126.00 | 126.000 | 0.000 | 0.000 | 35.89 | 0.00 | |||
| 0100 | CONCRETE-CLASS A | 08100 | CUYD | 221.00 | 221.000 | 0.000 | 0.000 | 566.10 | 0.00 | |||
| 0105 | JOINT ADHESIVE | 20071EC | LF | 39,397.00 | 39,397.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0002 ROADWAY | |||||||
| 0110 | PERFORATED PIPE-4 IN | 01000 | LF | 1,476.00 | 1,476.000 | 0.000 | 0.000 | 16.73 | 0.00 | |||
| 0115 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,039.00 | 1,039.000 | 0.000 | 0.000 | 14.74 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,059.73 | 0.00 | |||
| 0125 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,059.73 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,059.73 | 0.00 | |||
| 0135 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,258.54 | 0.00 | |||
| 0140 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0145 | STANDARD CURB AND GUTTER | 01810 | LF | 1,872.00 | 1,872.000 | 0.000 | 0.000 | 32.49 | 0.00 | |||
| 0150 | LIP CURB AND GUTTER | 01820 | LF | 895.00 | 895.000 | 0.000 | 0.000 | 40.58 | 0.00 | |||
| 0155 | STANDARD HEADER CURB | 01875 | LF | 1,597.00 | 1,597.000 | 0.000 | 0.000 | 36.05 | 0.00 | |||
| 0160 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 1,082.00 | 1,082.000 | 0.000 | 0.000 | 26.41 | 0.00 | |||
| 0165 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 14.73 | 0.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 144.11 | 0.00 | |||
| 0175 | REMOVE PAVEMENT | 02091 | SQYD | 2,667.00 | 2,667.000 | 0.000 | 0.000 | 7.45 | 0.00 | |||
| 0180 | TEMP DITCH | 02159 | LF | 10,890.00 | 10,890.000 | 806.000 | 0.000 | 806.000 | 2.31 | 1,861.86 | 1,861.86 | |
| 0185 | CLEAN TEMP DITCH | 02160 | LF | 5,445.00 | 5,445.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0190 | GRANULAR EMBANKMENT | 02223 | CUYD | 20,222.00 | 20,222.000 | 0.000 | 0.000 | 39.62 | 0.00 | |||
| 0195 | EMBANKMENT IN PLACE | 02230 | CUYD | 350,460.00 | 350,460.000 | 1,100.000 | 0.000 | 1,100.000 | 11.68 | 12,848.00 | 12,848.00 | |
| 0200 | WATER | 02242 | MGAL | 820.00 | 820.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0205 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 11,203.00 | 11,203.000 | 0.000 | 0.000 | 7.10 | 0.00 | |||
| 0210 | FENCE-6 FT CHAIN LINK | 02274 | LF | 171.00 | 171.000 | 0.000 | 0.000 | 47.52 | 0.00 | |||
| 0215 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,983.67 | 0.00 | |||
| 0220 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 86.22 | 0.00 | |||
| 0225 | REMOVE GUARDRAIL | 02381 | LF | 1,106.00 | 1,106.000 | 0.000 | 0.000 | 2.79 | 0.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,915.85 | 0.00 | |||
| 0235 | TEMP GUARDRAIL | 02397 | LF | 2,062.50 | 2,062.500 | 0.000 | 0.000 | 14.67 | 0.00 | |||
| 0240 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 246.13 | 0.00 | |||
| 0245 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 163.63 | 0.00 | |||
| 0250 | CHANNEL LINING CLASS II | 02483 | TON | 8,655.00 | 8,655.000 | 21.540 | 21.540 | 51.07 | 1,100.04 | |||
| 0255 | CHANNEL LINING CLASS III | 02484 | TON | 1,964.00 | 1,964.000 | 0.000 | 0.000 | 50.78 | 0.00 | |||
| 0260 | CLEARING AND GRUBBING 70 ACRES | 02545 | LS | 1.00 | 1.000 | 0.150 | 0.400 | 0.550 | 1,144,716.14 | 171,707.42 | 629,593.87 | |
| 0265 | CONCRETE-CLASS B | 02555 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 1,376.64 | 0.00 | |||
| 0270 | TEMPORARY SIGNS | 02562 | SQFT | 770.00 | 770.000 | 612.000 | 612.000 | 6.51 | 3,984.12 | |||
| 0275 | EDGE KEY | 02585 | LF | 496.00 | 496.000 | 0.000 | 0.000 | 21.95 | 0.00 | |||
| 0280 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 14,000.00 | 14,000.000 | 0.000 | 0.000 | 2.04 | 0.00 | |||
| 0285 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 9,543.00 | 9,543.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.010 | 0.020 | 0.030 | 341,355.63 | 3,413.55 | 10,240.66 | |
| 0295 | DIVERSIONS (BY-PASS DETOURS) SOUTH ENGLISH ST. | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,185.50 | 0.00 | |||
| 0300 | DIVERSIONS (BY-PASS DETOURS) US-62 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,517.12 | 0.00 | |||
| 0305 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10,750.00 | 0.00 | |||
| 0310 | SAFELOADING | 02690 | CUYD | 42.00 | 42.000 | 2.000 | 0.000 | 2.000 | 412.00 | 824.00 | 824.00 | |
| 0315 | EDGELINE RUMBLE STRIPS | 02697 | LF | 19,112.00 | 19,112.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0320 | TEMP SILT FENCE | 02701 | LF | 10,890.00 | 10,890.000 | 1,434.000 | 0.000 | 1,434.000 | 4.71 | 6,754.14 | 6,754.14 | |
| 0325 | SILT TRAP TYPE A | 02703 | EACH | 70.00 | 70.000 | 1.000 | 0.000 | 1.000 | 348.69 | 348.69 | 348.69 | |
| 0330 | SILT TRAP TYPE B | 02704 | EACH | 70.00 | 70.000 | 11.000 | 14.000 | 25.000 | 348.69 | 3,835.59 | 8,717.25 | |
| 0335 | SILT TRAP TYPE C | 02705 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 348.69 | 0.00 | |||
| 0340 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0345 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0350 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0355 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 780.00 | 780.000 | 0.000 | 0.000 | 57.19 | 0.00 | |||
| 0360 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.020 | 0.000 | 0.020 | 282,852.39 | 5,657.04 | 5,657.04 | |
| 0365 | EROSION CONTROL BLANKET | 05950 | SQYD | 16,962.00 | 16,962.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0370 | TEMP MULCH | 05952 | SQYD | 223,808.00 | 223,808.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0375 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 167,856.00 | 167,856.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 0380 | INITIAL FERTILIZER | 05963 | TON | 8.20 | 8.200 | 0.000 | 0.000 | 1,390.50 | 0.00 | |||
| 0385 | MAINTENANCE FERTILIZER | 05964 | TON | 13.70 | 13.700 | 0.000 | 0.000 | 1,390.50 | 0.00 | |||
| 0390 | SEEDING AND PROTECTION | 05985 | SQYD | 264,652.00 | 264,652.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 0395 | SODDING | 05990 | SQYD | 696.00 | 696.000 | 0.000 | 0.000 | 8.24 | 0.00 | |||
| 0400 | AGRICULTURAL LIMESTONE | 05992 | TON | 164.00 | 164.000 | 0.000 | 0.000 | 87.55 | 0.00 | |||
| 0405 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 17,200.00 | 17,200.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0410 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 19,001.00 | 19,001.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0415 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 23,437.00 | 23,437.000 | 0.000 | 0.000 | 1.39 | 0.00 | |||
| 0420 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 28,114.00 | 28,114.000 | 0.000 | 0.000 | 1.39 | 0.00 | |||
| 0425 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 15.45 | 0.00 | |||
| 0430 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,896.00 | 1,896.000 | 0.000 | 0.000 | 7.21 | 0.00 | |||
| 0435 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 154.50 | 0.00 | |||
| 0440 | FUEL ADJUSTMENT | 10020NS | DOLL | 185,590.00 | 185,590.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0445 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 95,293.00 | 95,293.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0450 | OBJECT MARKER TY 3 | 20191ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 45.42 | 0.00 | |||
| 0455 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 8,874.00 | 8,874.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0460 | THRIE BEAM TO W BEAM CONNECTOR | 20629NS719 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,063.23 | 0.00 | |||
| 0465 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,780.00 | 2,780.000 | 0.000 | 0.000 | 5.40 | 0.00 | |||
| 0470 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 4,762.50 | 4,762.500 | 0.000 | 0.000 | 30.01 | 0.00 | |||
| 0475 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 60.00 | 60.000 | 0.000 | 0.000 | 25.75 | 0.00 | |||
| 0480 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 102.00 | 102.000 | 0.000 | 0.000 | 46.68 | 0.00 | |||
| 0485 | DRAIN POND KY 3155 STA. 923+50 | 23649EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,814.93 | 30,814.93 | |||
| 0490 | DRAIN POND KY 3155 STA. 958+00 | 23649EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,814.93 | 0.00 | |||
| 0495 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 1,887.00 | 1,887.000 | 0.000 | 0.000 | 97.02 | 0.00 | |||
| 0500 | R/W MONUMENT TYPE 3 | 24540 | EACH | 85.00 | 85.000 | 0.000 | 0.000 | 246.13 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 40.00 | 40.000 | 0.000 | 0.000 | 10.30 | 0.00 | |||
| 0510 | RAILROAD FLAGGER | 26239EC | DAY | 20.00 | 20.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 1090 | ELECTRONIC DELIVERY MGMT SYSTEM (ADDED 1-17-25) | 26228EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0003 DRAINAGE | |||||||
| 0515 | ENTRANCE PIPE-15 IN | 00440 | LF | 1,195.00 | 1,195.000 | 0.000 | 0.000 | 69.34 | 0.00 | |||
| 0520 | ENTRANCE PIPE-18 IN | 00441 | LF | 340.00 | 340.000 | 0.000 | 0.000 | 82.21 | 0.00 | |||
| 0525 | ENTRANCE PIPE-24 IN | 00443 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 107.07 | 0.00 | |||
| 0530 | CULVERT PIPE-18 IN | 00462 | LF | 578.00 | 578.000 | 0.000 | 0.000 | 126.73 | 0.00 | |||
| 0535 | CULVERT PIPE-30 IN | 00466 | LF | 613.00 | 613.000 | 0.000 | 0.000 | 211.31 | 0.00 | |||
| 0540 | CULVERT PIPE-36 IN | 00468 | LF | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 206.88 | 0.00 | |||
| 0545 | CULVERT PIPE-42 IN | 00469 | LF | 367.00 | 367.000 | 0.000 | 0.000 | 268.57 | 0.00 | |||
| 0550 | CULVERT PIPE-48 IN | 00470 | LF | 289.00 | 289.000 | 0.000 | 0.000 | 315.99 | 0.00 | |||
| 0555 | STORM SEWER PIPE-15 IN | 00521 | LF | 369.00 | 369.000 | 0.000 | 0.000 | 116.18 | 0.00 | |||
| 0560 | STORM SEWER PIPE-18 IN | 00522 | LF | 597.00 | 597.000 | 0.000 | 0.000 | 132.66 | 0.00 | |||
| 0565 | STORM SEWER PIPE-24 IN | 00524 | LF | 187.00 | 187.000 | 0.000 | 0.000 | 150.31 | 0.00 | |||
| 0570 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,854.00 | 0.00 | |||
| 0575 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,090.00 | 0.00 | |||
| 0580 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,296.00 | 0.00 | |||
| 0585 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,944.00 | 0.00 | |||
| 0590 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,356.00 | 0.00 | |||
| 0595 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 4,120.00 | 0.00 | |||
| 0600 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 12,360.00 | 0.00 | |||
| 0605 | CURB BOX INLET TYPE A | 01456 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 7,725.00 | 0.00 | |||
| 0610 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,974.00 | 0.00 | |||
| 0615 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,360.00 | 0.00 | |||
| 0620 | DROP BOX INLET TYPE 14 | 01577 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,090.00 | 0.00 | |||
| 0625 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
| 0630 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,120.00 | 0.00 | |||
| 0635 | MANHOLE TYPE B MOD | 01762 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,420.00 | 0.00 | |||
| 0640 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0645 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 103.00 | 103.000 | 0.000 | 0.000 | 865.74 | 0.00 | |||
| 0650 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0655 | PIPELINE INSPECTION | 24814EC | LF | 5,524.00 | 5,524.000 | 0.000 | 0.000 | 2.42 | 0.00 | |||
| 1085 | CONCRETE-CLASS A (ADDED 1/15/2025) | 08100 | CUYD | 1.07 | 1.070 | 0.000 | 0.000 | 7,233.71 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0004 BRIDGE - P&L RAILROAD - DWG. 28382 | |||||||
| 0660 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,557.00 | 1,557.000 | 0.000 | 0.000 | 47.55 | 0.00 | |||
| 0665 | HANDRAIL-TYPE A-2 | 02612 | LF | 71.33 | 71.330 | 0.000 | 0.000 | 113.75 | 0.00 | |||
| 0670 | MASONRY COATING | 02998 | SQYD | 449.00 | 449.000 | 0.000 | 0.000 | 20.51 | 0.00 | |||
| 0675 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 489.00 | 489.000 | 0.000 | 0.000 | 83.36 | 0.00 | |||
| 0680 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 82,422.50 | 0.00 | |||
| 0685 | CONCRETE-CLASS AA | 08104 | CUYD | 1,056.40 | 1,056.400 | 0.000 | 0.000 | 766.65 | 0.00 | |||
| 0690 | CONCRETE-CLASS AAA | 08105 | CUYD | 59.70 | 59.700 | 0.000 | 0.000 | 2,079.95 | 0.00 | |||
| 0695 | STEEL REINFORCEMENT | 08150 | LB | 135,813.00 | 135,813.000 | 0.000 | 0.000 | 1.39 | 0.00 | |||
| 0700 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,935.00 | 8,935.000 | 0.000 | 0.000 | 1.49 | 0.00 | |||
| 0705 | STRUCTURAL STEEL 107,071 LB | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 679,007.14 | 0.00 | |||
| 0710 | DECK WATERPROOFING | 24848EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 88,300.00 | 0.00 | |||
| 0715 | DECK DRAIN SYSTEM | 24849EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 51,158.00 | 0.00 | |||
| 0720 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 65.20 | 65.200 | 0.000 | 0.000 | 256.90 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0005 BRIDGE- CULVERT - CREEK - DWG. 28383 | |||||||
| 0725 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,980.00 | 0.00 | |||
| 0730 | CONCRETE-CLASS A | 08100 | CUYD | 208.10 | 208.100 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0735 | STEEL REINFORCEMENT | 08150 | LB | 27,693.00 | 27,693.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0006 LIGHTING - CITY OF LEITCHFIELD | |||||||
| 0740 | POLE 40 FT MTG HT | 04701 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,060.00 | 0.00 | |||
| 0745 | BRACKET 12 FT | 04724 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 540.75 | 0.00 | |||
| 0750 | BRACKET 15 FT | 04725 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 592.25 | 0.00 | |||
| 0755 | POLE BASE | 04740 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,575.00 | 0.00 | |||
| 0760 | TRANSFORMER BASE | 04750 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 0765 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 23,807.47 | 0.00 | |||
| 0770 | FUSED CONNECTOR KIT | 04780 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 257.50 | 0.00 | |||
| 0775 | TRENCHING AND BACKFILLING | 04820 | LF | 1,950.00 | 1,950.000 | 0.000 | 0.000 | 11.33 | 0.00 | |||
| 0780 | WIRE-NO. 12 | 04832 | LF | 2,050.00 | 2,050.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0785 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,575.00 | 0.00 | |||
| 0790 | BORE AND JACK CONDUIT | 21543EN | LF | 480.00 | 480.000 | 0.000 | 0.000 | 13.90 | 0.00 | |||
| 0795 | WIRE-NO. 10 | 23778EC | LF | 8,700.00 | 8,700.000 | 0.000 | 0.000 | 1.09 | 0.00 | |||
| 0800 | LED LUMINAIRE | 24589ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0805 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,705.00 | 1,705.000 | 0.000 | 0.000 | 1.33 | 0.00 | |||
| 0810 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 700.00 | 700.000 | 0.000 | 0.000 | 2.04 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0007 UTILITY - GAS LINE RELOCATION | |||||||
| 0815 | G DIRECTIONAL BORE | 16000 | LF | 245.00 | 245.000 | 0.000 | 0.000 | 329.60 | 0.00 | |||
| 0820 | G ENCASEMENT STEEL OPEN CUT RANGE 1 | 16008 | LF | 228.00 | 228.000 | 0.000 | 0.000 | 247.20 | 0.00 | |||
| 0825 | G ENCASEMENT STEEL OPEN CUT RANGE 2 | 16009 | LF | 1,243.00 | 1,243.000 | 0.000 | 0.000 | 206.00 | 0.00 | |||
| 0830 | G ENCASEMENT STEEL OPEN CUT RANGE 3 | 16010 | LF | 185.00 | 185.000 | 0.000 | 0.000 | 247.20 | 0.00 | |||
| 0835 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | LF | 4,575.00 | 4,575.000 | 0.000 | 0.000 | 57.68 | 0.00 | |||
| 0840 | G PIPE POLYETHYLENE/PLASTIC 04 INCH | 16017 | LF | 4,205.00 | 4,205.000 | 0.000 | 0.000 | 63.86 | 0.00 | |||
| 0845 | G PIPE POLYETHYLENE/PLASTIC 06 INCH | 16018 | LF | 455.00 | 455.000 | 0.000 | 0.000 | 70.04 | 0.00 | |||
| 0850 | G SERVICE LONG SIDE 3/4 INCH | 16034 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,369.00 | 0.00 | |||
| 0855 | G SERVICE SHORT SIDE 3/4 INCH | 16039 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,236.00 | 0.00 | |||
| 0860 | G TIE-IN POLYETHYLENE/PLASTIC 02 INCH | 16041 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,472.00 | 0.00 | |||
| 0865 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,296.00 | 0.00 | |||
| 0870 | G TIE-IN POLYETHYLENE/PLASTIC 06 INCH | 16044 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,914.00 | 0.00 | |||
| 0875 | G VALVE POLYETHYLENE/PLASTIC 02 INCH | 16049 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 875.50 | 0.00 | |||
| 0880 | G VALVE POLYETHYLENE/PLASTIC 04 INCH | 16051 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,236.00 | 0.00 | |||
| 0885 | G VALVE POLYETHYLENE/PLASTIC 06 INCH | 16052 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0890 | G METER AND REGULATOR 2 INCH | 16071 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,369.00 | 0.00 | |||
| 0895 | G METER AND REGULATOR 3/4 INCH | 16072 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,442.00 | 0.00 | |||
| 0900 | G CAP EXISTING MAIN | 16607 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 2,472.00 | 0.00 | |||
| 0905 | G SERVICE TEST AND RELIGHT | 16611 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 412.00 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0008 SEWER - CITY OF LEITCHFIELD | |||||||
| 0910 | S BYPASS PUMPING | 15000 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,605.00 | 0.00 | |||
| 0915 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 321.36 | 0.00 | |||
| 0920 | S FORCE MAIN PVC 02 INCH | 15057 | LF | 265.00 | 265.000 | 0.000 | 0.000 | 82.40 | 0.00 | |||
| 0925 | S FORCE MAIN PVC 06 INCH | 15060 | LF | 495.00 | 495.000 | 0.000 | 0.000 | 87.55 | 0.00 | |||
| 0930 | S FORCE MAIN TAP SLEEVE/VALVE RNG 1 | 15069 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,961.00 | 0.00 | |||
| 0935 | S FORCE MAIN TIE-IN 02 INCH | 15071 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,987.00 | 0.00 | |||
| 0940 | S FORCE MAIN VALVE GATE | 15084 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,854.00 | 0.00 | |||
| 0945 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,751.00 | 0.00 | |||
| 0950 | S MANHOLE | 15092 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 7,210.00 | 0.00 | |||
| 0955 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,545.00 | 0.00 | |||
| 0960 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,047.00 | 0.00 | |||
| 0965 | S PIPE PVC 08 INCH GRAVITY | 15112 | LF | 1,160.00 | 1,160.000 | 0.000 | 0.000 | 164.80 | 0.00 | |||
| 0970 | S CAP EXISTING MAIN | 15155 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,266.00 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0009 WATERLINE - CITY OF LEITCHFIELD | |||||||
| 0975 | W CAP EXISTING MAIN | 14003 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 3,296.00 | 0.00 | |||
| 0980 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 283.25 | 0.00 | |||
| 0985 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,300.00 | 0.00 | |||
| 0990 | W FIRE HYDRANT REMOVE | 14021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,163.00 | 0.00 | |||
| 0995 | W METER 3/4 INCH | 14028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,987.00 | 0.00 | |||
| 1000 | W PIPE PVC 06 INCH | 14059 | LF | 2,350.00 | 2,350.000 | 0.000 | 0.000 | 87.55 | 0.00 | |||
| 1005 | W PIPE PVC 08 INCH | 14060 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 92.70 | 0.00 | |||
| 1010 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,107.00 | 0.00 | |||
| 1015 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,163.00 | 0.00 | |||
| 1020 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 8,961.00 | 0.00 | |||
| 1025 | W VALVE 06 INCH | 14105 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,781.00 | 0.00 | |||
| 1030 | W BLOWOFF ASSEMBLY LEITCHFIELD | 14158 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 6,592.00 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0010 WATERLINE - GRAYSON COUNTY | |||||||
| 1035 | W CAP EXISTING MAIN | 14003 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,296.00 | 0.00 | |||
| 1040 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 757.05 | 0.00 | |||
| 1045 | W PIPE PVC 08 INCH | 14060 | LF | 1,731.00 | 1,731.000 | 0.000 | 0.000 | 92.70 | 0.00 | |||
| 1050 | W SERVICE RELOCATE | 14081 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,562.00 | 0.00 | |||
| 1055 | W SERVICE SPECIAL | 14086 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,725.00 | 0.00 | |||
| 1060 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,961.00 | 0.00 | |||
| 1065 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,399.00 | 0.00 | |||
| 1070 | W ENCASEMENT STEEL OPEN CUT RANGE 4 INST | 14507 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 321.36 | 0.00 | |||
| Project | DE0430NEW2502 | Fed/State Project Number | FD06 043 3155 NEWRT | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1075 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 861,550.00 | 430,775.00 | |||
| 1080 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 328,950.00 | 0.00 | |||
| SUBTOT | $215,426.95 |
$1,160,338.96 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||