|
Report_Id: 241007 Est NO 0002 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241007 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | HAYDON MATERIALS LLC | ADDR SN 0 VC Code KY0017940 | |||||
| 40 LUCKNOW COURT | |||||||
| BARDSTOWN , KY , 40004-2113 | |||||||
| Pay Period | 05/18/2024 TO 06/14/2024 | ||||||
| Date Approved | 06/24/2024 | ||||||
| Primary Proj Number | DE11505552407 | ||||||
| Project No. | STP 0551(053) | ||||||
| Primary County | WASHINGTON | ||||||
| Name of Road | KY-555 | ||||||
| Description | IMPROVE MOBILITY ON THE KY 555 HEARTLAND PARKWAY CORRIDOR FR OM US 150X (MP 0.00) TO KY 53 (MP 8.7) | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 04/30/2024 | ||||
| Date Contract Executed | 04/24/2024 | Open To Traffic | |||||
| Date NTP Issued | 04/24/2024 | Actual Completion Date | |||||
| Current Contract Amount | $25,623,042.56 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $25,623,042.56 |
Total Earnings | $1,555,312.70 |
$566,357.89 |
$988,954.81 |
|
| Percent Complete | 6.07 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $24,067,729.86 |
Gross Earnings | $1,555,312.70 |
$566,357.89 |
$988,954.81 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,555,312.70 |
$566,357.89 |
$988,954.81 |
|||
| Contract Id | 241007 | Change Order Summary |
County | WASHINGTON | ||||||
| Estimate Nbr | 0002 | Project Number | STP 0551(053) | |||||||
| Contractor | HAYDON MATERIALS LLC | Period | 05/18/2024 TO 06/14/2024 | |||||||
| 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 | 241007 | COMMONWEALTH OF KENTUCKY |
County | WASHINGTON | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE11505552407 | ||||||
| Estimate Nbr | 0002 | Period | 05/18/2024 TO 06/14/2024 | |||||||
| Contractor | HAYDON MATERIALS LLC | |||||||||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | 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 | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 82,843.00 | 82,843.000 | 3,372.870 | 0.000 | 3,372.870 | 32.55 | 109,786.91 | 109,786.91 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 804.00 | 804.000 | 0.000 | 0.000 | 84.08 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 96.00 | 96.000 | 0.000 | 0.000 | 927.50 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 10,388.00 | 10,388.000 | 0.000 | 0.000 | 98.61 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 10,871.00 | 10,871.000 | 0.000 | 0.000 | 85.22 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 27,339.00 | 27,339.000 | 0.000 | 0.000 | 85.32 | 0.00 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4,260.00 | 4,260.000 | 0.000 | 0.000 | 92.60 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38B PG76-22 (REVISED 3-19-24) | 00387 | TON | 2,091.00 | 2,091.000 | 0.000 | 0.000 | 110.99 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 17,625.00 | 17,625.000 | 0.000 | 0.000 | 95.77 | 0.00 | |||
| 0050 | JPC PAVEMENT-10 IN | 02069 | SQYD | 2,790.00 | 2,790.000 | 0.000 | 0.000 | 157.16 | 0.00 | |||
| 0055 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 6,712.00 | 6,712.000 | 0.000 | 0.000 | 129.86 | 0.00 | |||
| 0060 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,884.00 | 3,884.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 0070 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 133.00 | 133.000 | 0.000 | 0.000 | 723.75 | 0.00 | |||
| 1130 | PAVE MOUNT INFRARED TEMP EQUIPMENT (ADDED 3-19-24) | 24891EC | SF | 2,222,073.00 | 2,222,073.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0002 ROADWAY | |||||||
| 0075 | CRUSHED AGGREGATE SIZE NO 2 (REVISED 3-19-24) | 00078 | TON | 1,000.00 | 1,000.000 | 22.620 | 0.000 | 22.620 | 38.00 | 859.56 | 859.56 | |
| 0080 | PERFORATED PIPE-4 IN | 01000 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0085 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0095 | STANDARD CURB AND GUTTER | 01810 | LF | 1,554.00 | 1,554.000 | 0.000 | 0.000 | 45.07 | 0.00 | |||
| 0100 | ISLAND CURB AND GUTTER | 01825 | LF | 5,471.00 | 5,471.000 | 0.000 | 0.000 | 43.95 | 0.00 | |||
| 0105 | STANDARD HEADER CURB | 01875 | LF | 632.00 | 632.000 | 0.000 | 0.000 | 30.91 | 0.00 | |||
| 0110 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 17.01 | 0.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 330.00 | 330.000 | 0.000 | 0.000 | 15.36 | 0.00 | |||
| 0120 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 820.00 | 820.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0125 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0135 | REMOVE PCC PAVEMENT | 02058 | SQYD | 1,750.00 | 1,750.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 0140 | REMOVE PAVEMENT | 02091 | SQYD | 691.00 | 691.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0145 | TEMP DITCH | 02159 | LF | 24,097.00 | 24,097.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0150 | CLEAN TEMP DITCH | 02160 | LF | 12,048.00 | 12,048.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0155 | REMOVE PAVED DITCH | 02165 | SQYD | 7,100.00 | 7,100.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0160 | ROADWAY EXCAVATION | 02200 | CUYD | 123,775.00 | 123,775.000 | 9,274.060 | 0.000 | 9,274.060 | 14.50 | 134,473.87 | 134,473.87 | |
| 0165 | GRANULAR EMBANKMENT (REVISED 3-19-24) | 02223 | CUYD | 4,637.00 | 4,637.000 | 2,266.350 | 0.000 | 2,266.350 | 55.00 | 124,649.25 | 124,649.25 | |
| 0170 | REMOVE FENCE | 02265 | LF | 1,634.00 | 1,634.000 | 0.000 | 0.000 | 3.91 | 0.00 | |||
| 0175 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 81.85 | 0.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 3,696.97 | 0.00 | |||
| 0185 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,360.92 | 0.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,774.82 | 0.00 | |||
| 0195 | REMOVE GUARDRAIL | 02381 | LF | 25,713.00 | 25,713.000 | 2,887.500 | 7,437.500 | 10,325.000 | 2.86 | 8,258.25 | 29,529.50 | |
| 0200 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 124.00 | 124.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0205 | RIGHT-OF-WAY MONUMENT TYPE 1 (REVISED 3-8-24) | 02429 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 216.06 | 0.00 | |||
| 0210 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 199.51 | 0.00 | |||
| 0215 | CHANNEL LINING CLASS II | 02483 | TON | 7,383.00 | 7,383.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0220 | CHANNEL LINING CLASS III | 02484 | TON | 3,259.00 | 3,259.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0225 | CLEARING AND GRUBBING 192 ACRES | 02545 | LS | 1.00 | 1.000 | 0.150 | 0.000 | 0.150 | 375,000.00 | 56,250.00 | 56,250.00 | |
| 0230 | CONCRETE-CLASS B | 02555 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0235 | TEMPORARY SIGNS | 02562 | SQFT | 5,400.00 | 5,400.000 | 624.000 | 624.000 | 4.00 | 2,496.00 | |||
| 0240 | OBJECT MARKER TYPE 2 | 02565 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 432.12 | 0.00 | |||
| 0245 | EDGE KEY | 02585 | LF | 869.00 | 869.000 | 0.000 | 0.000 | 45.35 | 0.00 | |||
| 0250 | FABRIC-GEOTEXTILE CLASS 1 (REVISED 3-19-24) | 02602 | SQYD | 71,193.00 | 71,193.000 | 4,716.660 | 0.000 | 4,716.660 | 3.00 | 14,149.98 | 14,149.98 | |
| 0255 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 542,159.00 | 27,107.95 | 27,107.95 | |
| 0260 | PORTABLE CHANGEABLE MESSAGE SIGN (REVISED 3-8-24) | 02671 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 12,500.00 | 75,000.00 | |||
| 0265 | EDGELINE RUMBLE STRIPS 16 IN | 02697 | LF | 90,850.00 | 90,850.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0270 | TEMP SILT FENCE | 02701 | LF | 24,574.00 | 24,574.000 | 1,588.000 | 0.000 | 1,588.000 | 2.08 | 3,303.04 | 3,303.04 | |
| 0275 | SILT TRAP TYPE A | 02703 | EACH | 251.00 | 251.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0280 | SILT TRAP TYPE B | 02704 | EACH | 251.00 | 251.000 | 1.000 | 0.000 | 1.000 | 200.00 | 200.00 | 200.00 | |
| 0285 | SILT TRAP TYPE C | 02705 | EACH | 251.00 | 251.000 | 2.000 | 0.000 | 2.000 | 200.00 | 400.00 | 400.00 | |
| 0290 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 251.00 | 251.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0295 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 251.00 | 251.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0300 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 251.00 | 251.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0305 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 250,903.36 | 12,545.16 | 12,545.16 | |
| 0310 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0315 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,905.63 | 0.00 | |||
| 0320 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 820.00 | 820.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0325 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0330 | TEMP SIGNAL KY-528 | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0335 | TEMP SIGNAL US-150 | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0340 | TEMP SIGNAL US-150X | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0345 | EROSION CONTROL BLANKET | 05950 | SQYD | 20,265.00 | 20,265.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0350 | TEMP MULCH | 05952 | SQYD | 809,749.00 | 809,749.000 | 44,528.000 | 0.000 | 44,528.000 | 0.31 | 13,803.68 | 13,803.68 | |
| 0355 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 607,009.00 | 607,009.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0360 | INITIAL FERTILIZER | 05963 | TON | 48.00 | 48.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0365 | MAINTENANCE FERTILIZER | 05964 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0370 | SEEDING AND PROTECTION | 05985 | SQYD | 928,748.00 | 928,748.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| 0375 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 165,454.00 | 165,454.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0380 | AGRICULTURAL LIMESTONE | 05992 | TON | 576.00 | 576.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0385 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 518,058.00 | 518,058.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0390 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 126,692.00 | 126,692.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0395 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 125,368.00 | 125,368.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0400 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 675.00 | 675.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0405 | PAVE STRIPING-THERMO-8 IN Y | 06545 | LF | 5,119.00 | 5,119.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0410 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 468.00 | 468.000 | 0.000 | 0.000 | 2.70 | 0.00 | |||
| 0415 | PAVE STRIPING-THERMO-12 IN Y 60 IN | 06547 | LF | 2,530.00 | 2,530.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0420 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,595.00 | 1,595.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0425 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 1,485.00 | 1,485.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0430 | PAVE MARKING-THERMO CROSS-HATCH 12 IN | 06569 | SQFT | 43,480.00 | 43,480.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0435 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0440 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0445 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 368.00 | 368.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0450 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 1,257.00 | 1,257.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0455 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,369.07 | 0.00 | |||
| 0460 | FUEL ADJUSTMENT (REVISED 3-19-24) | 10020NS | DOLL | 179,143.00 | 179,143.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0465 | ASPHALT ADJUSTMENT (REVISED 3-19-24) | 10030NS | DOLL | 274,094.00 | 274,094.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0470 | OBJECT MARKER TY 3 | 20191ED | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 45.98 | 0.00 | |||
| 0475 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 27,652.00 | 27,652.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0480 | LONGITUDINAL EDGE KEY | 21289ED | LF | 45,789.00 | 45,789.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0485 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 1,705.00 | 1,705.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0490 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 26,925.00 | 26,925.000 | 0.000 | 0.000 | 30.47 | 0.00 | |||
| 0495 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 168.00 | 168.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0500 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 396,845.00 | 396,845.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0505 | CENTERLINE RUMBLE STRIPS-12 IN | 23821EC | LF | 52,445.00 | 52,445.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0510 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0515 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0520 | ROUNDABOUT ARROW | 24115EC | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0525 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0530 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 11,802.92 | 0.00 | |||
| 1100 | EMBANKMENT IN PLACE (ADDED 3-8-24) | 02230 | CUYD | 100,234.00 | 100,234.000 | 384.000 | 0.000 | 384.000 | 1.00 | 384.00 | 384.00 | |
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0003 DRAINAGE | |||||||
| 0535 | CULVERT PIPE-18 IN | 00462 | LF | 499.00 | 499.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0540 | CULVERT PIPE-24 IN | 00464 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0545 | CULVERT PIPE-36 IN | 00468 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0550 | CULVERT PIPE-42 IN | 00469 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0555 | STORM SEWER PIPE-15 IN | 00521 | LF | 292.00 | 292.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0560 | STORM SEWER PIPE-18 IN | 00522 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0565 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0570 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0575 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0580 | REMOVE PIPE (REVISED 3-19-24) | 01310 | LF | 187.00 | 187.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0585 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0590 | METAL END SECTION TY 2-18 IN | 01381 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0595 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 0600 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0605 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 0610 | CURB BOX INLET TYPE B (REVISED 3-19-24) | 01480 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 8,250.00 | 0.00 | |||
| 0615 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,200.00 | 0.00 | |||
| 0620 | DROP BOX INLET TYPE 6F | 01535 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,200.00 | 0.00 | |||
| 0625 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0630 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,739.95 | 0.00 | |||
| 0635 | REMOVE CURB & GUTTER BOX INLET (REVISED 3-19-24) | 01705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0640 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE (REVISED 3-19-24) | 02607 | SQYD | 1,554.00 | 1,554.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0645 | REMOVE HEADWALL | 02625 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0650 | SAFELOADING (REVISED 3-19-24) | 02690 | CUYD | 2.39 | 2.390 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0655 | CLEAN ROADWAY DRAINS | 03260 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0660 | CLEAN PIPE STRUCTURE | 03262 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0665 | CONCRETE-CLASS A | 08100 | CUYD | 22.48 | 22.480 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0670 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0675 | CORED HOLE DRAINAGE CONN TO HEADWALL | 23628EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0680 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0685 | PIPELINE INSPECTION | 24814EC | LF | 7,546.00 | 7,546.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 1105 | CULVERT PIPE-12 IN (ADDED 3-19-24) | 00460 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1110 | STORM SEWER PIPE-12 IN (ADDED 3-19-24) | 00520 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1115 | SLOTTED DRAIN PIPE-12 IN (ADDED 3-19-24) | 00980 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1120 | DROP BOX INLET TYPE 16G (ADDED 3-19-24) | 01581 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7,650.00 | 0.00 | |||
| 1125 | DROP BOX INLET TYPE 16S (ADDED 3-19-24) | 01587 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0004 BRIDGE- CULVERT | |||||||
| 0690 | CRUSHED STONE BASE | 00003 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0695 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 56.00 | 56.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0700 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0705 | CONCRETE-CLASS A | 08100 | CUYD | 11.00 | 11.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0710 | STEEL REINFORCEMENT | 08150 | LB | 650.00 | 650.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0715 | CLEAN CULVERT | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0720 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 26.00 | 26.000 | 0.000 | 0.000 | 580.00 | 0.00 | |||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0005 BRIDGE - LONG LICK BRIDGE | |||||||
| 0725 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 202.00 | 202.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0730 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 66.00 | 66.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0735 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0740 | ELIMINATE TRANSVERSE JOINT RETROFIT - JOINT ELIMINATION BY SLAB EXT | 03300 | LF | 69.50 | 69.500 | 0.000 | 0.000 | 590.00 | 0.00 | |||
| 0745 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 192.00 | 192.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0750 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 784.00 | 784.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0755 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 458.00 | 458.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0760 | TEST PILES | 08033 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0765 | PILES-STEEL HP12X53 | 08046 | LF | 299.00 | 299.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0770 | CONCRETE-CLASS A | 08100 | CUYD | 130.60 | 130.600 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0775 | CONCRETE-CLASS AA | 08104 | CUYD | 172.40 | 172.400 | 0.000 | 0.000 | 1,495.00 | 0.00 | |||
| 0780 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0785 | STEEL REINFORCEMENT | 08150 | LB | 28,995.00 | 28,995.000 | 0.000 | 0.000 | 1.71 | 0.00 | |||
| 0790 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 48,690.00 | 48,690.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0795 | STRUCTURAL STEEL 124125 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 880,000.00 | 0.00 | |||
| 0800 | SHEAR CONNECTORS 1482 LBS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0805 | EPOXY SAND SLURRY | 08504 | SQYD | 74.00 | 74.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0810 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 879.00 | 879.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0815 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 58.30 | 58.300 | 0.000 | 0.000 | 1,450.00 | 0.00 | |||
| 0820 | BLAST CLEANING | 08549 | SQYD | 594.00 | 594.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0825 | HYDRODEMOLITION | 08550 | SQYD | 879.00 | 879.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0830 | ROCK SOUNDINGS | 20745ED | LF | 24.70 | 24.700 | 23.500 | 0.000 | 23.500 | 55.00 | 1,292.50 | 1,292.50 | |
| 0835 | ROCK CORINGS | 20746ED | LF | 55.00 | 55.000 | 55.600 | 0.000 | 55.600 | 250.00 | 13,900.00 | 13,900.00 | |
| 0840 | CSL TESTING (6 TUBES) | 21322NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0845 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0850 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 22.00 | 22.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0855 | BRIDGE BARRIER RETROFIT RETROFIT TO - RAIL SYSTEM SINGLE SLOPE 4 | 23032EN | LF | 316.00 | 316.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0860 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 24.70 | 24.700 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0865 | CONCRETE SEALING | 23378EC | SQFT | 10,300.00 | 10,300.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0870 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 73.00 | 73.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0875 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0880 | BRIDGE CLEANING LONG LICK CREEK | 24981EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0885 | BEARING LUBRICATION | 24983EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0890 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 286.00 | 286.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0006 BRIDGE - KY 555 OVER BEECH FORK | |||||||
| 0895 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0900 | ELIMINATE TRANSVERSE JOINT RETROFIT - JOINT ELIMINATION BY SLAB EXT | 03300 | LF | 95.50 | 95.500 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| 0905 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,134.00 | 1,134.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0910 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 175.00 | 175.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0915 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,297.00 | 2,297.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0920 | EPOXY SAND SLURRY | 08504 | SQYD | 74.00 | 74.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0925 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 1,363.00 | 1,363.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0930 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 58.00 | 58.000 | 0.000 | 0.000 | 1,450.00 | 0.00 | |||
| 0935 | BLAST CLEANING | 08549 | SQYD | 74.00 | 74.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0940 | HYDRODEMOLITION | 08550 | SQYD | 1,363.00 | 1,363.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0945 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 33.00 | 33.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0950 | CONCRETE SEALING | 23378EC | SQFT | 591.00 | 591.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0955 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0960 | BRIDGE CLEANING BEECH FORK | 24981EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 28,000.00 | 0.00 | |||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0007 SIGNING | |||||||
| 0965 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0970 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 257.00 | 257.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0975 | STEEL POST TYPE 1 | 06410 | LF | 4,975.00 | 4,975.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0980 | STEEL POST MILE MARKERS | 06412 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0985 | GMSS TYPE D | 21596ND | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0990 | BARCODE SIGN INVENTORY | 24631EC | EACH | 292.00 | 292.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0008 LIGHTING | |||||||
| 0995 | POLE 40 FT MTG HT LIGHTING PER ROUNDABOUT | 04701 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 3,265.26 | 0.00 | |||
| 1000 | BRACKET 4 FT | 04720 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 551.96 | 0.00 | |||
| 1005 | BRACKET 6 FT | 04721 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 572.58 | 0.00 | |||
| 1010 | BRACKET 8 FT | 04722 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 660.23 | 0.00 | |||
| 1015 | BRACKET 10 FT | 04723 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 852.74 | 0.00 | |||
| 1020 | BRACKET 12 FT | 04724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 950.70 | 0.00 | |||
| 1025 | BRACKET 15 FT | 04725 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 981.64 | 0.00 | |||
| 1030 | POLE BASE | 04740 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 1,663.54 | 0.00 | |||
| 1035 | TRANSFORMER BASE | 04750 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 1,694.91 | 0.00 | |||
| 1040 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 28,209.80 | 0.00 | |||
| 1045 | FUSED CONNECTOR KIT | 04780 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 348.14 | 0.00 | |||
| 1050 | TRENCHING AND BACKFILLING | 04820 | LF | 4,400.00 | 4,400.000 | 0.000 | 0.000 | 8.01 | 0.00 | |||
| 1055 | WIRE-NO. 12 | 04832 | LF | 5,600.00 | 5,600.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 1060 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,401.26 | 0.00 | |||
| 1065 | BORE AND JACK CONDUIT | 21543EN | LF | 3,100.00 | 3,100.000 | 0.000 | 0.000 | 21.54 | 0.00 | |||
| 1070 | WIRE-NO. 10 | 23778EC | LF | 23,100.00 | 23,100.000 | 0.000 | 0.000 | 1.53 | 0.00 | |||
| 1075 | LED LUMINAIRE | 24589ED | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 892.27 | 0.00 | |||
| 1080 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 4,650.00 | 4,650.000 | 0.000 | 0.000 | 10.32 | 0.00 | |||
| 1085 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 3,500.00 | 3,500.000 | 0.000 | 0.000 | 12.09 | 0.00 | |||
| Project | DE11505552407 | Fed/State Project Number | STP 0551(053) | Category | 0009 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 1090 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 935,181.28 | 467,590.64 | 935,181.28 | |
| 1095 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 359,000.00 | 0.00 | |||
| SUBTOT | $988,954.80 |
$1,555,312.69 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||