|
Report_Id: 251902 Est NO 0007 |
Date:01/20/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251902 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 11/27/2025 TO 12/31/2025 | ||||||
| Date Approved | 01/11/2026 | ||||||
| Primary Proj Number | DE04711362501 | ||||||
| Project No. | STP 6000(202)/FD04 047 1136 00 | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | GILEAD CHURCH ROAD (KY 1136) | ||||||
| Description | Midpoint | ||||||
| Date Let | 07/24/2025 | Formal Acceptance | |||||
| Date Awarded | 08/06/2025 | Date Work Began | 09/15/2025 | ||||
| Date Contract Executed | 08/20/2025 | Open To Traffic | |||||
| Date NTP Issued | 08/20/2025 | Actual Completion Date | |||||
| Current Contract Amount | $20,464,537.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $20,464,537.00 |
Total Earnings | $893,244.78 |
$762,703.94 |
$130,540.84 |
|
| Percent Complete | 5.44 |
Stockpiled Materials | $220,785.55 |
$220,785.55 |
$0.00 |
|
| Funds Available | $19,350,506.67 |
Gross Earnings | $1,114,030.33 |
$983,489.49 |
$130,540.84 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,114,030.33 |
$983,489.49 |
$130,540.84 |
|||
| Contract Id | 251902 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0007 | Project Number | STP 6000(202)/FD04 047 1136 00 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 11/27/2025 TO 12/31/2025 | |||||||
| 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 | 251902 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04711362501 | ||||||
| Estimate Nbr | 0007 | Period | 11/27/2025 TO 12/31/2025 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | 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 | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0001 PAVEMENT | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 53,721.00 | 53,721.000 | 0.000 | 0.000 | 30.75 | 0.00 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 77,598.00 | 77,598.000 | 0.000 | 0.000 | 3.40 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 600.00 | 600.000 | 0.000 | 0.000 | 56.12 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 308.90 | 308.900 | 0.000 | 0.000 | 103.10 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 37.60 | 37.600 | 0.000 | 0.000 | 885.56 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 482.00 | 482.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 47,678.00 | 47,678.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 7,592.00 | 7,592.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0045 | ASPHALT CURING SEAL | 00358 | TON | 78.00 | 78.000 | 0.000 | 0.000 | 768.61 | 0.00 | |||
| 0050 | JPC PAVEMENT-10 IN | 02069 | SQYD | 455.00 | 455.000 | 0.000 | 0.000 | 143.72 | 0.00 | |||
| 0055 | CEMENT | 02542 | TON | 1,481.00 | 1,481.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 83.00 | 83.000 | 0.000 | 0.000 | 145.36 | 0.00 | |||
| 0065 | SAND FOR BLOTTER | 02702 | TON | 194.00 | 194.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0070 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 73.00 | 73.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0002 ROADWAY | |||||||
| 0075 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 35,500.00 | 35,500.000 | 150.260 | 150.260 | 27.25 | 4,094.58 | |||
| 0080 | FLUME INLET TYPE 1 | 01690 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,816.61 | 0.00 | |||
| 0085 | FLUME INLET TYPE 2 | 01691 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 5,492.58 | 0.00 | |||
| 0090 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,382.05 | 0.00 | |||
| 0095 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 836.00 | 836.000 | 0.000 | 0.000 | 35.02 | 0.00 | |||
| 0100 | LIP CURB AND GUTTER MOD | 01821 | LF | 390.00 | 390.000 | 0.000 | 0.000 | 40.47 | 0.00 | |||
| 0105 | STANDARD INTEGRAL CURB | 01830 | LF | 296.00 | 296.000 | 0.000 | 0.000 | 26.64 | 0.00 | |||
| 0110 | STANDARD HEADER CURB | 01875 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 111.88 | 0.00 | |||
| 0115 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 384.00 | 384.000 | 0.000 | 0.000 | 136.67 | 0.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 110.00 | 110.000 | 0.000 | 0.000 | 15.81 | 0.00 | |||
| 0125 | BARRICADE-TYPE III | 02014 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 8,750.00 | 8,750.000 | 0.000 | 0.000 | 1.77 | 0.00 | |||
| 0135 | CLEAN TEMP DITCH | 02160 | LF | 4,375.00 | 4,375.000 | 0.000 | 0.000 | 1.77 | 0.00 | |||
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 146,845.00 | 146,845.000 | 1,200.000 | 7,160.000 | 8,360.000 | 8.25 | 9,900.00 | 68,970.00 | |
| 0145 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 54.43 | 0.00 | |||
| 0150 | EMBANKMENT IN PLACE | 02230 | CUYD | 155,773.00 | 155,773.000 | 204.000 | 204.000 | 6.50 | 1,326.00 | |||
| 0155 | WATER | 02242 | MGAL | 300.00 | 300.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,550.00 | 4,550.000 | 0.000 | 0.000 | 30.22 | 0.00 | |||
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 77.21 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,609.53 | 0.00 | |||
| 0175 | REMOVE GUARDRAIL | 02381 | LF | 1,024.00 | 1,024.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0180 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 239.74 | 0.00 | |||
| 0185 | TEMP GUARDRAIL | 02397 | LF | 3,500.00 | 3,500.000 | 0.000 | 0.000 | 18.95 | 0.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 119.00 | 119.000 | 0.000 | 0.000 | 178.77 | 0.00 | |||
| 0195 | WITNESS POST | 02432 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 162.61 | 0.00 | |||
| 0200 | FILL AND CAP SINKHOLE | 02471 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 14,340.59 | 0.00 | |||
| 0205 | CHANNEL LINING CLASS II | 02483 | TON | 5,784.00 | 5,784.000 | 0.000 | 0.000 | 53.89 | 0.00 | |||
| 0210 | CHANNEL LINING CLASS III | 02484 | TON | 4,287.00 | 4,287.000 | 0.000 | 0.000 | 56.16 | 0.00 | |||
| 0215 | CLEARING AND GRUBBING 106.66 ACRES | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 225,000.00 | 112,500.00 | |||
| 0220 | TEMPORARY SIGNS | 02562 | SQFT | 750.00 | 750.000 | 170.000 | 170.000 | 5.00 | 850.00 | |||
| 0225 | EDGE KEY | 02585 | LF | 290.00 | 290.000 | 0.000 | 0.000 | 15.52 | 0.00 | |||
| 0230 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 16,230.00 | 16,230.000 | 304.000 | 304.000 | 1.55 | 471.20 | |||
| 0235 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 45,728.00 | 45,728.000 | 0.000 | 0.000 | 1.34 | 0.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.040 | 0.040 | 625,000.00 | 25,000.00 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 7,632.00 | 0.00 | |||
| 0255 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0260 | SAFELOADING | 02690 | CUYD | 48.00 | 48.000 | 0.000 | 0.000 | 623.88 | 0.00 | |||
| 0265 | SHOULDER RUMBLE STRIPS | 02696 | LF | 31,001.00 | 31,001.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0270 | TEMP SILT FENCE | 02701 | LF | 8,750.00 | 8,750.000 | 1,572.000 | 1,572.000 | 2.00 | 3,144.00 | |||
| 0275 | SILT TRAP TYPE A | 02703 | EACH | 107.00 | 107.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0280 | SILT TRAP TYPE B | 02704 | EACH | 107.00 | 107.000 | 1.000 | 1.000 | 455.89 | 455.89 | |||
| 0285 | SILT TRAP TYPE C | 02705 | EACH | 107.00 | 107.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 107.00 | 107.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0295 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 107.00 | 107.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0300 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 107.00 | 107.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0305 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 105,516.35 | 10,551.63 | |||
| 0310 | ARROW PANEL | 02775 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 5,088.00 | 0.00 | |||
| 0315 | EROSION CONTROL BLANKET | 05950 | SQYD | 185,751.00 | 185,751.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0320 | TEMP MULCH | 05952 | SQYD | 344,156.00 | 344,156.000 | 30,430.360 | 30,430.360 | 0.20 | 6,086.07 | |||
| 0325 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 258,117.00 | 258,117.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0330 | INITIAL FERTILIZER | 05963 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0335 | MAINTENANCE FERTILIZER | 05964 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0340 | SEEDING AND PROTECTION | 05985 | SQYD | 270,732.00 | 270,732.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0345 | SODDING | 05990 | SQYD | 883.00 | 883.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| 0350 | AGRICULTURAL LIMESTONE | 05992 | TON | 282.00 | 282.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0355 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 99.64 | 0.00 | |||
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,500.00 | 3,500.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0365 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 25,000.00 | 25,000.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,509.00 | 8,509.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0375 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 58,841.00 | 58,841.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0380 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,964.00 | 2,964.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0385 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 3,352.00 | 3,352.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0390 | PAVE MARKING-THERMO R 6 FT | 06562 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0395 | PAVE MARKING-R/R XBUCKS 16 IN | 06563 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0400 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0405 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 746.00 | 746.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0415 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0420 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0425 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 231.00 | 231.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0430 | FUEL ADJUSTMENT | 10020NS | DOLL | 176,747.00 | 176,747.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0435 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 217,409.00 | 217,409.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | JOINT ADHESIVE | 20071EC | LF | 1,434.00 | 1,434.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 0445 | TEMPORARY PIPE | 20166ES810 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 98.61 | 0.00 | |||
| 0450 | OBJECT MARKER TY 3 | 20191ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 28.73 | 0.00 | |||
| 0455 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 14,750.00 | 14,750.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0460 | SAWCUT PAVEMENT | 20550ND | LF | 1,434.00 | 1,434.000 | 0.000 | 0.000 | 2.66 | 0.00 | |||
| 0465 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,434.00 | 1,434.000 | 0.000 | 0.000 | 6.28 | 0.00 | |||
| 0470 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 68.00 | 68.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0475 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0480 | PAVE MARK-THERMO-24 IN Y | 23260EC | LF | 54.00 | 54.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0485 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 10,811.00 | 10,811.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0490 | STANDARD BARRIER MEDIAN TY 5-MOD | 23835EC | SQYD | 540.00 | 540.000 | 0.000 | 0.000 | 151.35 | 0.00 | |||
| 0495 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 1,144.00 | 1,144.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0500 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 1,239.00 | 1,239.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 154.00 | 154.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0510 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,146.02 | 0.00 | |||
| 0515 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0003 DRAINAGE | |||||||
| 0520 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 233.87 | 0.00 | |||
| 0525 | ENTRANCE PIPE-15 IN | 00440 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0530 | ENTRANCE PIPE-24 IN | 00443 | LF | 470.00 | 470.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0535 | ENTRANCE PIPE-30 IN | 00445 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 124.00 | 0.00 | |||
| 0540 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 0545 | ENTRANCE PIPE-30 IN EQUIV | 00454 | LF | 63.00 | 63.000 | 0.000 | 0.000 | 142.00 | 0.00 | |||
| 0550 | CULVERT PIPE-15 IN | 00461 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0555 | CULVERT PIPE-18 IN | 00462 | LF | 371.00 | 371.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 0560 | CULVERT PIPE-24 IN | 00464 | LF | 1,268.00 | 1,268.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0565 | CULVERT PIPE-30 IN | 00466 | LF | 172.00 | 172.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 0570 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 0575 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 166.00 | 0.00 | |||
| 0580 | PERFORATED PIPE-4 IN | 01000 | LF | 10,962.00 | 10,962.000 | 0.000 | 0.000 | 26.52 | 0.00 | |||
| 0585 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 5,144.00 | 5,144.000 | 0.000 | 0.000 | 27.34 | 0.00 | |||
| 0590 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0595 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 1,177.47 | 0.00 | |||
| 0600 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0605 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0610 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0615 | METAL END SECTION TY 3-18 IN (EQUIV) | 01421 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0620 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0625 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0630 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0635 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0640 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,146.00 | 2,146.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0645 | ENTRANCE PIPE-36 IN | 22581EN | LF | 132.00 | 132.000 | 0.000 | 0.000 | 184.00 | 0.00 | |||
| 0650 | METAL END SECTION TY 1-30 IN (EQUIV) | 23152NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0655 | PIPELINE INSPECTION | 24814EC | LF | 1,809.00 | 1,809.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0004 LIGHTING | |||||||
| 0660 | POLE 40 FT MTG HT | 04701 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,858.00 | 0.00 | |||
| 0665 | BRACKET 8 FT | 04722 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 602.00 | 0.00 | |||
| 0670 | BRACKET 10 FT | 04723 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 808.00 | 0.00 | |||
| 0675 | POLE BASE | 04740 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 3,355.00 | 0.00 | |||
| 0680 | TRANSFORMER BASE | 04750 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,557.00 | 0.00 | |||
| 0685 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 34,740.00 | 0.00 | |||
| 0690 | FUSED CONNECTOR KIT | 04780 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 267.00 | 0.00 | |||
| 0695 | TRENCHING AND BACKFILLING | 04820 | LF | 1,785.00 | 1,785.000 | 0.000 | 0.000 | 4.61 | 0.00 | |||
| 0700 | WIRE-NO. 12 | 04832 | LF | 1,815.00 | 1,815.000 | 0.000 | 0.000 | 1.87 | 0.00 | |||
| 0705 | POLE 45 FT WOODEN | 04873 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,055.00 | 0.00 | |||
| 0710 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,320.00 | 0.00 | |||
| 0715 | BORE AND JACK CONDUIT | 21543EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0720 | WIRE-NO. 10 | 23778EC | LF | 8,300.00 | 8,300.000 | 0.000 | 0.000 | 2.03 | 0.00 | |||
| 0725 | LED LUMINAIRE | 24589ED | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 825.00 | 0.00 | |||
| 0730 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,670.00 | 1,670.000 | 0.000 | 0.000 | 6.95 | 0.00 | |||
| 0735 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 340.00 | 340.000 | 0.000 | 0.000 | 9.67 | 0.00 | |||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0005 STRUCTURE 28863 | |||||||
| 0740 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 618.80 | 618.800 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0745 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 92.40 | 92.400 | 0.000 | 0.000 | 90.74 | 0.00 | |||
| 0750 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0755 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 917.00 | 917.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0760 | TEST PILES | 08033 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 213.00 | 0.00 | |||
| 0765 | PILES-STEEL HP14X89 | 08051 | LF | 698.00 | 698.000 | 0.000 | 0.000 | 104.40 | 0.00 | |||
| 0770 | PILE POINTS-14 IN | 08095 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0775 | CONCRETE-CLASS A | 08100 | CUYD | 121.30 | 121.300 | 0.000 | 0.000 | 686.00 | 0.00 | |||
| 0780 | CONCRETE-CLASS AA | 08104 | CUYD | 156.30 | 156.300 | 0.000 | 0.000 | 1,231.00 | 0.00 | |||
| 0785 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 43,067.00 | 43,067.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 0790 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 480.00 | 480.000 | 0.000 | 0.000 | 536.70 | 0.00 | |||
| 0795 | CONCRETE SEALING | 23378EC | SQFT | 8,426.00 | 8,426.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0800 | DECK DRAIN | 23813EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 672.00 | 0.00 | |||
| 0805 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 195.90 | 195.900 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0810 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0006 STRUCTURE 28864 | |||||||
| 0815 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 703.50 | 703.500 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0820 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 137.10 | 137.100 | 0.000 | 0.000 | 90.74 | 0.00 | |||
| 0825 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,500.00 | 0.00 | |||
| 0830 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,276.00 | 1,276.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0835 | TEST PILES | 08033 | LF | 61.00 | 61.000 | 60.000 | 60.000 | 215.00 | 12,900.00 | |||
| 0840 | PILES-STEEL HP14X89 | 08051 | LF | 595.00 | 595.000 | 553.760 | 553.760 | 107.30 | 59,418.44 | |||
| 0845 | PILE POINTS-14 IN | 08095 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 195.00 | 4,680.00 | |||
| 0850 | CONCRETE-CLASS A | 08100 | CUYD | 133.20 | 133.200 | 133.200 | 0.000 | 133.200 | 701.00 | 93,373.20 | 93,373.20 | |
| 0855 | CONCRETE-CLASS AA | 08104 | CUYD | 218.30 | 218.300 | 0.000 | 0.000 | 1,089.00 | 0.00 | |||
| 0860 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 56,613.00 | 56,613.000 | 17,258.000 | 0.000 | 17,258.000 | 1.58 | 27,267.64 | 27,267.64 | |
| 0865 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 805.50 | 805.500 | 0.000 | 0.000 | 528.00 | 0.00 | |||
| 0870 | CONCRETE SEALING | 23378EC | SQFT | 10,140.00 | 10,140.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0875 | DECK DRAIN | 23813EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 672.00 | 0.00 | |||
| 0880 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 182.50 | 182.500 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0885 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0007 STRUCTURE 28865 | |||||||
| 0890 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,209.00 | 1,209.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0895 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 172.00 | 172.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 0900 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0905 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,356.00 | 1,356.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0910 | TEST PILES | 08033 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0915 | PRE-DRILLING FOR PILES | 08039 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 384.00 | 0.00 | |||
| 0920 | PILES-STEEL HP14X117 | 08052 | LF | 2,129.00 | 2,129.000 | 0.000 | 0.000 | 131.31 | 0.00 | |||
| 0925 | PILE POINTS-14 IN | 08095 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0930 | CONCRETE-CLASS A | 08100 | CUYD | 305.10 | 305.100 | 0.000 | 0.000 | 752.00 | 0.00 | |||
| 0935 | CONCRETE-CLASS AA | 08104 | CUYD | 192.30 | 192.300 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0940 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 59,449.00 | 59,449.000 | 0.000 | 0.000 | 1.56 | 0.00 | |||
| 0945 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 505.50 | 505.500 | 0.000 | 0.000 | 533.00 | 0.00 | |||
| 0950 | CONCRETE SEALING | 23378EC | SQFT | 9,805.00 | 9,805.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0955 | DECK DRAIN | 23813EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 672.00 | 0.00 | |||
| 0960 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 176.50 | 176.500 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0965 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | DE04711362501 | Fed/State Project Number | STP 6000(202)/FD04 047 1136 00 | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0970 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 924,312.17 | 462,156.08 | |||
| 0975 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 287,150.00 | 0.00 | |||
| SUBTOT | $130,540.84 |
$893,244.75 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0765-1-0I |
PILES | FT |
698.00 | 0006 | $66.667900 | $46,534.19 | ||||||
0770-1-0I |
PILE POINTS | EACH |
22.00 | 0006 | $71.250000 | $1,567.50 | ||||||
0920-1-0I |
PILES | FT |
2,129.00 | 0006 | $79.135800 | $168,480.11 | ||||||
0925-1-0I |
PILE POINTS | EACH |
59.00 | 0006 | $71.250000 | $4,203.75 | ||||||
| SUBTOT | $220,785.55 |
|||||||||||