|
ContID 261505 EST NO 0001 |
Date:08/12/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261505 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LOUISVILLE (05360) Grothaus, Seth T. | ||||||
| Contractor | CLEARY CONSTRUCTION INC | MARS ADDR SN 0 | |||||
| 2006 EDMONTON RD | |||||||
| TOMPKINSVILLE , KY , 42167 | |||||||
| Pay Period | 05/05/2026 TO 08/06/2026 | ||||||
| Date Approved | 08/11/2026 | ||||||
| Primary Proj Number | DE09303932605 | ||||||
| Project No. | STP 5162 (017), STPM 3001 (490) | ||||||
| Primary County | OLDHAM | ||||||
| Name of Road | KY 393 | ||||||
| Description | KY 393 SECTION B | ||||||
| Date Let | 03/26/2026 | Formal Acceptance | |||||
| Date Awarded | 04/07/2026 | Date Work Began | 08/03/2026 | ||||
| Date Contract Executed | 05/05/2026 | Open To Traffic | |||||
| Date NTP Issued | 05/05/2026 | Actual Completion Date | |||||
| Current Contract Amount | $66,800,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $66,800,000.00 |
Total Earnings | $1,770,770.01 |
$0.00 |
$1,770,770.01 |
|
| Percent Complete | 2.65 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $65,029,229.99 |
Gross Earnings | $1,770,770.01 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,770,770.01 |
$0.00 |
1,770,770.01 |
|||
| Contract Id | 261505 | Change Order Summary |
County | OLDHAM | ||||||
| Estimate Nbr | 0001 | Project Number | STP 5162 (017), STPM 3001 (490) | |||||||
| Contractor | CLEARY CONSTRUCTION INC | Period | 05/05/2026 TO 08/06/2026 | |||||||
| 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 | 261505 | COMMONWEALTH OF KENTUCKY |
County | OLDHAM | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09303932605 | ||||||
| Estimate Nbr | 0001 | Period | 05/05/2026 TO 08/06/2026 | |||||||
| Contractor | CLEARY CONSTRUCTION INC | |||||||||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 1,003.00 | 1,003.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 21,563.00 | 21,563.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0015 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 849.00 | 849.000 | 0.000 | 0.000 | 98.70 | 0.00 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 642.00 | 642.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 195.75 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 1,381.08 | 0.00 | |||
| 0035 | LEVELING & WEDGING PG64-22 | 00190 | TON | 498.00 | 498.000 | 0.000 | 0.000 | 88.35 | 0.00 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,142.00 | 1,142.000 | 0.000 | 0.000 | 93.35 | 0.00 | |||
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 21,796.00 | 21,796.000 | 0.000 | 0.000 | 71.20 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 742.00 | 742.000 | 0.000 | 0.000 | 92.35 | 0.00 | |||
| 0055 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 868.00 | 868.000 | 0.000 | 0.000 | 97.35 | 0.00 | |||
| 0060 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 229.00 | 229.000 | 0.000 | 0.000 | 123.55 | 0.00 | |||
| 0065 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 4,091.00 | 4,091.000 | 0.000 | 0.000 | 87.45 | 0.00 | |||
| 0070 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 3,324.00 | 3,324.000 | 0.000 | 0.000 | 79.03 | 0.00 | |||
| 0075 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,878.00 | 1,878.000 | 0.000 | 0.000 | 110.42 | 0.00 | |||
| 0080 | JOINT ADHESIVE | 20071EC | LF | 27,760.00 | 27,760.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0085 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 749.00 | 749.000 | 0.000 | 0.000 | 91.45 | 0.00 | |||
| 0090 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 56.00 | 56.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0002 ROADWAY | |||||||
| 0095 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0100 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 8,798.00 | 8,798.000 | 0.000 | 0.000 | 36.45 | 0.00 | |||
| 0105 | STANDARD HEADER CURB | 01875 | LF | 754.00 | 754.000 | 0.000 | 0.000 | 46.28 | 0.00 | |||
| 0110 | LIP HEADER CURB | 01885 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 47.39 | 0.00 | |||
| 0115 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 1,645.00 | 1,645.000 | 0.000 | 0.000 | 145.95 | 0.00 | |||
| 0120 | DELINEATOR FOR G/R MONO DIRECTIONAL WHITE | 01982 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0125 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 16.91 | 0.00 | |||
| 0130 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 55.08 | 0.00 | |||
| 0135 | BARRICADE-TYPE III | 02014 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 0140 | REMOVE PAVEMENT | 02091 | SQYD | 1,742.00 | 1,742.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0145 | TEMP DITCH | 02159 | LF | 8,152.00 | 8,152.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | CLEAN TEMP DITCH | 02160 | LF | 2,038.00 | 2,038.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0155 | ROADWAY EXCAVATION | 02200 | CUYD | 273,537.00 | 273,537.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0160 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 1,156.00 | 1,156.000 | 0.000 | 0.000 | 104.93 | 0.00 | |||
| 0165 | GRANULAR EMBANKMENT | 02223 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0170 | WATER | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 0175 | FENCE-TEMP | 02259 | LF | 186.00 | 186.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0180 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 1,502.00 | 1,502.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0185 | REMOVE FENCE | 02265 | LF | 186.00 | 186.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0190 | G/R-W BEAM-S FACE TL-3 | 02351 | LF | 1,359.00 | 1,359.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0195 | G/R CONNECTOR TO CONC MED BARR | 02359 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0200 | G/R END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0205 | G/R END TREATMENT TYPE 2M | 02370 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0210 | REMOVE G/R | 02381 | LF | 385.00 | 385.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0215 | G/R END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0220 | TEMP G/R | 02397 | LF | 1,637.00 | 1,637.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0225 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0230 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0235 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0240 | CLEAN SINKHOLE | 02469 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0245 | CHANNEL LINING CLASS III | 02484 | TON | 438.00 | 438.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0250 | CLEARING AND GRUBBING APPROX. 47 ACRES | 02545 | LS | 1.00 | 1.000 | 0.600 | 0.000 | 0.600 | 400,000.00 | 240,000.00 | 240,000.00 | |
| 0255 | CONCRETE-CLASS B | 02555 | CUYD | 258.00 | 258.000 | 0.000 | 0.000 | 861.52 | 0.00 | |||
| 0260 | TEMPORARY SIGNS | 02562 | SQFT | 1,745.00 | 1,745.000 | 351.500 | 0.000 | 351.500 | 12.00 | 4,218.00 | 4,218.00 | |
| 0265 | EDGE KEY | 02585 | LF | 155.00 | 155.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 50.00 | 50.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0275 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 444.00 | 444.000 | 0.000 | 0.000 | 2.42 | 0.00 | |||
| 0280 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 68,948.00 | 68,948.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0285 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 14,630.00 | 14,630.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0290 | HANDRAIL-TYPE A-2 | 02612 | LF | 307.00 | 307.000 | 0.000 | 0.000 | 129.50 | 0.00 | |||
| 0295 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500,000.00 | 0.00 | |||
| 0300 | DIVERSIONS (BY-PASS DETOURS) JONES DRIVE TEMP ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0305 | DIVERSIONS (BY-PASS DETOURS) TRAFFIC DIVERSION C | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 0310 | CROSSOVER | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0315 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 0320 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0325 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 589.00 | 589.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0330 | SAFELOADING | 02690 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 380.00 | 0.00 | |||
| 0335 | EDGELINE RUMBLE STRIPS | 02697 | LF | 5,656.00 | 5,656.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0340 | TEMP SILT FENCE | 02701 | LF | 8,152.00 | 8,152.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0345 | SILT TRAP TYPE A | 02703 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0350 | SILT TRAP TYPE B | 02704 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0355 | SILT TRAP TYPE C | 02705 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0360 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0365 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0370 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0375 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,976.00 | 1,976.000 | 0.000 | 0.000 | 64.13 | 0.00 | |||
| 0380 | STAKING (KY 393) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 400,000.00 | 0.00 | |||
| 0385 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0390 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0395 | EROSION CONTROL BLANKET | 05950 | SQYD | 36,183.00 | 36,183.000 | 0.000 | 0.000 | 1.74 | 0.00 | |||
| 0400 | TEMP MULCH | 05952 | SQYD | 151,658.00 | 151,658.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0405 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 113,744.00 | 113,744.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0410 | INITIAL FERTILIZER | 05963 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0415 | MAINTENANCE FERTILIZER | 05964 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0420 | SEEDING AND PROTECTION | 05985 | SQYD | 97,372.00 | 97,372.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0425 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 26,454.00 | 26,454.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0430 | SODDING | 05990 | SQYD | 12,207.00 | 12,207.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 0435 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0440 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 21,600.00 | 21,600.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0445 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,449.00 | 7,449.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 0450 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 49,074.00 | 49,074.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0455 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,394.00 | 1,394.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
| 0460 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.86 | 0.00 | |||
| 0465 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0470 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 303.00 | 303.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0475 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 183.00 | 183.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0480 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0485 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0490 | PAVE MARKING-THERMO R 6 FT | 06562 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0495 | PAVE MARKING-R/R XBUCKS 16 IN | 06563 | LF | 172.00 | 172.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0500 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,445.00 | 1,445.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0510 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 554.00 | 554.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 0515 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 496.00 | 496.000 | 0.000 | 0.000 | 5.95 | 0.00 | |||
| 0520 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0525 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0530 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0535 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 395.00 | 0.00 | |||
| 0540 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 480.00 | 480.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0545 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 116.00 | 116.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0550 | INLAID PAVEMENT MARKER-MY | 06611 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0555 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 249.00 | 249.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0560 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0565 | CONCRETE-CLASS A | 08100 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 2,087.01 | 0.00 | |||
| 0570 | STEEL REINFORCEMENT | 08150 | LB | 1,183.00 | 1,183.000 | 0.000 | 0.000 | 5.62 | 0.00 | |||
| 0575 | CRASH CUSHION TY 6 CLASS T TL2 | 08911 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,650.00 | 0.00 | |||
| 0580 | TEMPORARY BRIDGE | 09876 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800,000.00 | 0.00 | |||
| 0585 | FUEL ADJUSTMENT | 10020NS | DOLL | 103,813.00 | 103,813.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0590 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 117,738.00 | 117,738.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0595 | OBJECT MARKER TY 3 | 20191ED | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0600 | SAW CUT | 20430ED | LF | 4,835.00 | 4,835.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0605 | REMOVE BARRIER | 20591EC | LF | 240.00 | 240.000 | 0.000 | 0.000 | 120.31 | 0.00 | |||
| 0610 | LONGITUDINAL EDGE KEY | 21289ED | LF | 3,388.00 | 3,388.000 | 0.000 | 0.000 | 2.59 | 0.00 | |||
| 0615 | BOLLARDS | 21341ND | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 1,090.71 | 0.00 | |||
| 0620 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 102.00 | 102.000 | 0.000 | 0.000 | 6.95 | 0.00 | |||
| 0625 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 22.00 | 22.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0630 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 372.00 | 372.000 | 0.000 | 0.000 | 7.95 | 0.00 | |||
| 0635 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 990.00 | 990.000 | 0.000 | 0.000 | 42.22 | 0.00 | |||
| 0640 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 947.00 | 947.000 | 0.000 | 0.000 | 12.95 | 0.00 | |||
| 0645 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 9,566.00 | 9,566.000 | 0.000 | 0.000 | 5.98 | 0.00 | |||
| 0650 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 162.00 | 162.000 | 0.000 | 0.000 | 6.64 | 0.00 | |||
| 0655 | CRASH CUSHION TY 6 CLASS C TL3 | 23979EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 26,500.00 | 0.00 | |||
| 0660 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,638.00 | 1,638.000 | 0.000 | 0.000 | 4.95 | 0.00 | |||
| 0665 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 366.00 | 366.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0670 | PIPELINE INSPECTION | 24814EC | LF | 7,681.00 | 7,681.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0675 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | |||
| 0680 | RAILROAD RUNAROUND | 26261ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,850,000.00 | 0.00 | |||
| 0685 | PROTECTIVE CANOPY PROTECTIVE CANOPY | 26263EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | |||
| 1400 | THRIE BEAM G/R TRANSITION TL-2 (ADDED 3-25-26) | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0003 DRAINAGE | |||||||
| 0690 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0695 | ENTRANCE PIPE-15 IN | 00440 | LF | 130.00 | 130.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0700 | ENTRANCE PIPE-18 IN | 00441 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0705 | CULVERT PIPE-18 IN | 00462 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0710 | CULVERT PIPE-24 IN | 00464 | LF | 218.00 | 218.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0715 | CULVERT PIPE-36 IN | 00468 | LF | 317.00 | 317.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0720 | STORM SEWER PIPE-12 IN | 00520 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0725 | STORM SEWER PIPE-15 IN | 00521 | LF | 3,090.00 | 3,090.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0730 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,376.00 | 1,376.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0735 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,748.00 | 1,748.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0740 | STORM SEWER PIPE-30 IN | 00526 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0745 | SLOTTED DRAIN PIPE-15 IN | 00981 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0750 | PERFORATED PIPE-4 IN | 01000 | LF | 6,897.00 | 6,897.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0755 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0760 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0765 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0770 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0775 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0780 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | |||
| 0785 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0790 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | |||
| 0795 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0800 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,250.00 | 0.00 | |||
| 0805 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0810 | CURB BOX INLET TYPE A | 01456 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0815 | CURB BOX INLET TYPE A T | 01458 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0820 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,750.00 | 0.00 | |||
| 0825 | DROP BOX INLET TYPE 3 | 01496 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 9,250.00 | 0.00 | |||
| 0830 | DROP BOX INLET TYPE 6F | 01535 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,250.00 | 0.00 | |||
| 0835 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0840 | DROP BOX INLET TYPE 12A | 01550 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 0845 | DROP BOX INLET TYPE 13G | 01559 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0850 | DROP BOX INLET TYPE 16G | 01581 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0855 | JUNCTION BOX-SPECIAL | 01653 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,800.00 | 0.00 | |||
| 0860 | SPRING BOX INLET TYPE A | 01660 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0865 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0870 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0875 | MANHOLE TYPE C | 01767 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0880 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 0885 | CONCRETE-CLASS D | 08102 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 1,675.00 | 0.00 | |||
| 0890 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0895 | PRECAST CONC BOX SECT-3 X 3 | 24234EC | LF | 39.00 | 39.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0900 | SIDEWALK UNDERDRAIN MSD TYPE 1 | 25071ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,632.64 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0004 RAILROAD BRIDGE | |||||||
| 0905 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,184.10 | 1,184.100 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0910 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 216.00 | 216.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0915 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 225,000.00 | 0.00 | |||
| 0920 | CONCRETE-CLASS AA | 08104 | CUYD | 783.10 | 783.100 | 0.000 | 0.000 | 1,025.00 | 0.00 | |||
| 0925 | STEEL REINFORCEMENT | 08150 | LB | 71,226.00 | 71,226.000 | 0.000 | 0.000 | 1.73 | 0.00 | |||
| 0930 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 92,499.00 | 92,499.000 | 0.000 | 0.000 | 1.92 | 0.00 | |||
| 0935 | STRUCTURAL STEEL 767,511 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,308,718.00 | 0.00 | |||
| 0940 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 427.20 | 427.200 | 0.000 | 0.000 | 2,162.00 | 0.00 | |||
| 0945 | ROCK CORINGS | 20746ED | LF | 734.30 | 734.300 | 0.000 | 0.000 | 142.00 | 0.00 | |||
| 0950 | CSL TESTING (4 TUBES) | 21321NC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0955 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 92.00 | 92.000 | 0.000 | 0.000 | 3,058.00 | 0.00 | |||
| 0960 | CONCRETE SEALING | 23378EC | SQFT | 7,742.00 | 7,742.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0965 | DECK WATERPROOFING | 24848EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 450,000.00 | 0.00 | |||
| 0970 | DECK DRAIN SYSTEM | 24849EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 130,949.00 | 0.00 | |||
| 0975 | CONCRETE-RAILROAD SUPERSTRUCTURE | 24850EC | CUYD | 258.30 | 258.300 | 0.000 | 0.000 | 2,872.00 | 0.00 | |||
| 0980 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1395 | ROCK SOUNDINGS (REVISED 3-25-26) | 20745ED | LF | 224.00 | 224.000 | 0.000 | 0.000 | 89.00 | 0.00 | |||
| 1405 | CONDUIT-6 IN (ADDED 3-25-26) | 23431EC | LF | 605.00 | 605.000 | 0.000 | 0.000 | 16.89 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0005 UTILITY | |||||||
| 0985 | W CAP EXISTING MAIN | 14003 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,524.00 | 0.00 | |||
| 0990 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 547.00 | 0.00 | |||
| 0995 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 546.00 | 0.00 | |||
| 1000 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 807.00 | 0.00 | |||
| 1005 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 807.00 | 0.00 | |||
| 1010 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 946.00 | 0.00 | |||
| 1015 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 165.00 | 165.000 | 0.000 | 0.000 | 264.00 | 0.00 | |||
| 1020 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 264.00 | 0.00 | |||
| 1025 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 264.00 | 0.00 | |||
| 1030 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10,885.00 | 0.00 | |||
| 1035 | W FIRE HYDRANT REMOVE | 14021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,733.00 | 0.00 | |||
| 1040 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,962.00 | 0.00 | |||
| 1045 | W METER RELOCATE | 14030 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 1,977.00 | 0.00 | |||
| 1050 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 365.00 | 365.000 | 0.000 | 0.000 | 188.10 | 0.00 | |||
| 1055 | W PIPE DCTL IRON RSTRND JOINT 03 IN | 14045 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 143.45 | 0.00 | |||
| 1060 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 150.30 | 0.00 | |||
| 1065 | W PIPE DCTL IRON RSTRND JOINT 10 IN | 14049 | LF | 205.00 | 205.000 | 0.000 | 0.000 | 176.10 | 0.00 | |||
| 1070 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 390.00 | 390.000 | 0.000 | 0.000 | 218.30 | 0.00 | |||
| 1075 | W PIPE POLYETHYLENE/PLASTIC 06 INCH | 14069 | LF | 545.00 | 545.000 | 0.000 | 0.000 | 109.30 | 0.00 | |||
| 1080 | W PIPE POLYETHYLENE/PLASTIC 08 INCH | 14070 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 275.80 | 0.00 | |||
| 1085 | W PIPE POLYETHYLENE/PLASTIC 10 INCH | 14071 | LF | 2,450.00 | 2,450.000 | 0.000 | 0.000 | 120.70 | 0.00 | |||
| 1090 | W PIPE POLYETHYLENE/PLASTIC 12 INCH | 14072 | LF | 3,050.00 | 3,050.000 | 0.000 | 0.000 | 134.35 | 0.00 | |||
| 1095 | W PIPE POLYETHYLENE/PLASTIC SPECIAL | 14073 | LF | 1,170.00 | 1,170.000 | 0.000 | 0.000 | 89.35 | 0.00 | |||
| 1100 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 13,727.00 | 0.00 | |||
| 1105 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 1,009.00 | 0.00 | |||
| 1110 | W STRUCTURE REMOVAL | 14088 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,799.00 | 0.00 | |||
| 1115 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 9,282.00 | 0.00 | |||
| 1120 | W TIE-IN 06 INCH | 14094 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,862.00 | 0.00 | |||
| 1125 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,610.00 | 0.00 | |||
| 1130 | W TIE-IN 10 INCH | 14096 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,204.00 | 0.00 | |||
| 1135 | W TIE-IN 12 INCH | 14097 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,374.00 | 0.00 | |||
| 1140 | W VALVE 03 INCH | 14103 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,033.00 | 0.00 | |||
| 1145 | W VALVE 06 INCH | 14105 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,840.00 | 0.00 | |||
| 1150 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,954.00 | 0.00 | |||
| 1155 | W VALVE 10 INCH | 14107 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,917.00 | 0.00 | |||
| 1160 | W VALVE 12 INCH | 14108 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 7,063.00 | 0.00 | |||
| 1165 | W VALVE SPECIAL | 14124 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 20,826.00 | 0.00 | |||
| 1170 | W VALVE SPECIAL | 14124 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 20,826.00 | 0.00 | |||
| 1175 | W VALVE SPECIAL | 14124 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 20,826.00 | 0.00 | |||
| 1180 | W VAULT SPECIAL | 14125 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 68,350.00 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0006 SEWER | |||||||
| 1185 | S ENCASEMENT STEEL OPEN CUT RANGE 6 | 15025 | LF | 2,999.00 | 2,999.000 | 0.000 | 0.000 | 603.00 | 0.00 | |||
| 1190 | S FORCE MAIN AIR RLS/VAC VLV 04 IN | 15028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 22,790.35 | 0.00 | |||
| 1195 | S FORCE MAIN PVC 06 INCH | 15060 | LF | 3,056.00 | 3,056.000 | 0.000 | 0.000 | 158.15 | 0.00 | |||
| 1200 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,747.00 | 0.00 | |||
| 1205 | S MANHOLE | 15092 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 5,554.00 | 0.00 | |||
| 1210 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,294.00 | 0.00 | |||
| 1215 | S MANHOLE WITH DROP | 15101 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,773.00 | 0.00 | |||
| 1220 | S PIPE PVC 08 INCH | 15112 | LF | 2,654.00 | 2,654.000 | 0.000 | 0.000 | 152.20 | 0.00 | |||
| 1225 | S PIPE PVC 12 INCH | 15114 | LF | 307.00 | 307.000 | 0.000 | 0.000 | 168.35 | 0.00 | |||
| 1230 | S MANHOLE REHABILITATION | 15139 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,624.00 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0007 SIGNING | |||||||
| 1235 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1240 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 824.90 | 824.900 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1245 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 106.60 | 106.600 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1250 | STEEL POST TYPE 1 | 06410 | LF | 2,044.00 | 2,044.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1255 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1260 | REMOVE SIGN | 21373ND | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1265 | GMSS TYPE D (SURFACE MOUNT) | 21596ND | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1270 | BARCODE SIGN INVENTORY | 24631EC | EACH | 205.00 | 205.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0008 SIGNALIZATION | |||||||
| 1275 | POLE BASE | 04740 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1280 | TRENCHING AND BACKFILLING | 04820 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 16.14 | 0.00 | |||
| 1285 | CABLE-NO. 14/5C | 04844 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 1.16 | 0.00 | |||
| 1290 | CABLE-NO. 14/7C | 04845 | LF | 4,400.00 | 4,400.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 1295 | MESSENGER-15400 LB | 04886 | LF | 1,025.00 | 1,025.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1300 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 1305 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1310 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1315 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1320 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 1325 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1330 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1335 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1340 | INSTALL LUMINAIRE POLE | 22939ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 1345 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1350 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 37.00 | 37.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1355 | TETHER WIRE | 24528ED | LF | 1,025.00 | 1,025.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1360 | INSTALL SOLAR SCHOOL FLASHER | 24601EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 1365 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 200.00 | 200.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 1370 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 1375 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 1380 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE09303932605 | Fed/State Project Number | STP 5162 (017) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1385 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 1,524,950.01 | 762,475.00 | 762,475.00 | |
| 1390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 484,423.49 | 0.00 | |||
| SUBTOT | $1,006,693.00 |
$1,006,693.005 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0001 PAVING | |||||||
| 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 | |
| 1395 | DGA BASE | 00001 | TON | 7,543.00 | 7,543.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 1400 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,702.00 | 8,702.000 | 0.000 | 0.000 | 93.35 | 0.00 | |||
| 1405 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,542.00 | 1,542.000 | 0.000 | 0.000 | 71.20 | 0.00 | |||
| 1410 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,570.00 | 1,570.000 | 0.000 | 0.000 | 97.35 | 0.00 | |||
| 1415 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 713.00 | 713.000 | 0.000 | 0.000 | 93.45 | 0.00 | |||
| 1420 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 210,726.00 | 210,726.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 1425 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 21.70 | 21.700 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0002 ROADWAY | |||||||
| 1430 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.50 | 1.500 | 0.000 | 0.000 | 195.75 | 0.00 | |||
| 1435 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,381.08 | 0.00 | |||
| 1440 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 6,622.00 | 6,622.000 | 0.000 | 0.000 | 36.45 | 0.00 | |||
| 1445 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1450 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 1455 | REMOVE PAVEMENT | 02091 | SQYD | 668.00 | 668.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1460 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,024.00 | 1,024.000 | 0.000 | 0.000 | 116.67 | 0.00 | |||
| 1465 | TEMP DITCH | 02159 | LF | 3,074.00 | 3,074.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1470 | CLEAN TEMP DITCH | 02160 | LF | 1,537.00 | 1,537.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1475 | ROADWAY EXCAVATION | 02200 | CUYD | 107,867.00 | 107,867.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 1480 | GRANULAR EMBANKMENT | 02223 | CUYD | 4,076.00 | 4,076.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1485 | WATER | 02242 | MGAL | 650.00 | 650.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 1490 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 1,148.00 | 1,148.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1495 | G/R-W BEAM-S FACE TL-3 | 02351 | LF | 87.50 | 87.500 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1500 | G/R TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1505 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1510 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1515 | CHANNEL LINING CLASS II | 02483 | TON | 846.00 | 846.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1520 | CHANNEL LINING CLASS III | 02484 | TON | 216.00 | 216.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1525 | CLEARING AND GRUBBING APPROXIMATELY 22.79 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,000.00 | 0.00 | |||
| 1530 | TEMPORARY SIGNS | 02562 | SQFT | 583.00 | 583.000 | 133.500 | 0.000 | 133.500 | 12.00 | 1,602.00 | 1,602.00 | |
| 1535 | EDGE KEY | 02585 | LF | 266.00 | 266.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1540 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 12,349.00 | 12,349.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1545 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 425,000.00 | 0.00 | |||
| 1550 | RAILROAD RUNAROUND (ADDED 3-18-26) | 26261ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,150,000.00 | 0.00 | |||
| 1555 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 1560 | SETTLEMENT PLATFORM | 02692 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 1565 | TEMP SILT FENCE | 02701 | LF | 3,074.00 | 3,074.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1570 | SILT TRAP TYPE B | 02704 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1575 | SILT TRAP TYPE C | 02705 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1580 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1585 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1590 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,725.00 | 1,725.000 | 0.000 | 0.000 | 64.13 | 0.00 | |||
| 1595 | SIDEWALK-6 IN CONCRETE | 02723 | SQYD | 5,226.00 | 5,226.000 | 0.000 | 0.000 | 75.49 | 0.00 | |||
| 1600 | STAKING (CR 1002) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 375,000.00 | 0.00 | |||
| 1605 | CLEAN PIPE STRUCTURE | 03262 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,663.89 | 0.00 | |||
| 1610 | STEEL PIPE-2 1/2 IN | 03340 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 79.64 | 0.00 | |||
| 1615 | STEEL PIPE-4 IN | 03343 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 127.32 | 0.00 | |||
| 1620 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,132.00 | 3,132.000 | 0.000 | 0.000 | 1.74 | 0.00 | |||
| 1625 | TEMP MULCH | 05952 | SQYD | 73,536.00 | 73,536.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 1630 | INITIAL FERTILIZER | 05963 | TON | 9.78 | 9.780 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 1635 | MAINTENANCE FERTILIZER | 05964 | TON | 4.77 | 4.770 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 1640 | SEEDING AND PROTECTION | 05985 | SQYD | 88,192.00 | 88,192.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 1645 | SODDING | 05990 | SQYD | 3,221.00 | 3,221.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 1650 | AGRICULTURAL LIMESTONE | 05992 | TON | 54.66 | 54.660 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 1655 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 29,734.00 | 29,734.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 1660 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 403.00 | 403.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
| 1665 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 647.00 | 647.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1670 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 1675 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 121.00 | 121.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 1680 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 231.00 | 231.000 | 0.000 | 0.000 | 5.95 | 0.00 | |||
| 1685 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,019.00 | 2,019.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 1690 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1695 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 1700 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 1705 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 1710 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1715 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 163.00 | 163.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1720 | FUEL ADJUSTMENT | 10020NS | DOLL | 43,380.00 | 43,380.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1725 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 48,960.00 | 48,960.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1730 | SAW CUT | 20430ED | LF | 206.00 | 206.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 1735 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,428.00 | 2,428.000 | 0.000 | 0.000 | 2.59 | 0.00 | |||
| 1740 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 100.00 | 100.000 | 0.000 | 0.000 | 6.95 | 0.00 | |||
| 1745 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 62.00 | 62.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1750 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 272.00 | 272.000 | 0.000 | 0.000 | 42.22 | 0.00 | |||
| 1755 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 747.00 | 747.000 | 0.000 | 0.000 | 12.95 | 0.00 | |||
| 1760 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 747.00 | 747.000 | 0.000 | 0.000 | 5.98 | 0.00 | |||
| 1765 | RAILROAD COORDINATION | 24665EX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 350,000.00 | 0.00 | |||
| 1770 | PROTECTIVE CANOPY PROTECTIVE CANOPY | 26263EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | |||
| 1775 | REMOVABLE BOLLARD | 30000 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,695.28 | 0.00 | |||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0003 DRAINAGE | |||||||
| 1780 | ENTRANCE PIPE-15 IN | 00440 | LF | 274.00 | 274.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1785 | CULVERT PIPE-36 IN | 00468 | LF | 296.00 | 296.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 1790 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,384.00 | 1,384.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1795 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,639.00 | 1,639.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 1800 | STORM SEWER PIPE-24 IN | 00524 | LF | 745.00 | 745.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1805 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,518.00 | 1,518.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1810 | STORM SEWER PIPE-36 IN | 00528 | LF | 273.00 | 273.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 1815 | PERFORATED PIPE-4 IN | 01000 | LF | 970.00 | 970.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 1820 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 390.00 | 390.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 1825 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 1830 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1835 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 1840 | CURB BOX INLET TYPE A | 01456 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 1845 | DROP BOX INLET TYPE 3 | 01496 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 9,250.00 | 0.00 | |||
| 1850 | DROP BOX INLET TYPE 4 | 01499 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1855 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 1860 | CHANNEL LINING CLASS II | 02483 | TON | 53.00 | 53.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1865 | CHANNEL LINING CLASS III | 02484 | TON | 124.00 | 124.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 1870 | PIPELINE INSPECTION | 24814EC | LF | 5,735.00 | 5,735.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0004 BRIDGE | |||||||
| 1875 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 492.00 | 492.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1880 | MASONRY COATING | 02998 | SQYD | 1,157.00 | 1,157.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 1885 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 1890 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 225.00 | 225.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 1895 | CONCRETE-CLASS AA | 08104 | CUYD | 477.90 | 477.900 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 1900 | CONCRETE-CLASS AAA | 08105 | CUYD | 332.00 | 332.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 1905 | STEEL REINFORCEMENT | 08150 | LB | 86,868.00 | 86,868.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 1910 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 43,284.00 | 43,284.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 1915 | STRUCTURAL STEEL 820,539 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,921,560.00 | 0.00 | |||
| 1920 | ROCK SOUNDINGS | 20745ED | LF | 129.00 | 129.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 1925 | ROCK CORINGS | 20746ED | LF | 502.00 | 502.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1930 | DRILLED SHAFT-72 IN-ROCK | 22885EN | LF | 143.00 | 143.000 | 0.000 | 0.000 | 4,330.00 | 0.00 | |||
| 1935 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 112.00 | 112.000 | 0.000 | 0.000 | 4,090.00 | 0.00 | |||
| 1940 | DRILLED SHAFT-78 IN COMMON | 24001EC | LF | 126.00 | 126.000 | 0.000 | 0.000 | 3,970.00 | 0.00 | |||
| 1945 | DECK WATERPROOFING | 24848EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 202,860.00 | 0.00 | |||
| 1950 | DECK DRAIN SYSTEM | 24849EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 88,400.00 | 0.00 | |||
| 2305 | CONDUIT-6 IN (ADDED 3-25-26) | 23431EC | LF | 787.00 | 787.000 | 0.000 | 0.000 | 16.89 | 0.00 | |||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0005 SIGNING | |||||||
| 1955 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 174.00 | 174.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1960 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 150.00 | 150.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1965 | STEEL POST TYPE 1 | 06410 | LF | 599.00 | 599.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1970 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.46 | 0.460 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1975 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1980 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1985 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1990 | BARCODE SIGN INVENTORY | 24631EC | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0006 UTILITY (OCWD) | |||||||
| 1995 | SAFELOADING | 02690 | CUYD | 15.00 | 15.000 | 0.000 | 0.000 | 319.00 | 0.00 | |||
| 2000 | W CAP EXISTING MAIN | 14003 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,815.00 | 0.00 | |||
| 2005 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 531.00 | 0.00 | |||
| 2010 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 816.00 | 0.00 | |||
| 2015 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 816.00 | 0.00 | |||
| 2020 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 918.00 | 0.00 | |||
| 2025 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 1,128.00 | 0.00 | |||
| 2030 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 1,128.00 | 0.00 | |||
| 2035 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 1,128.00 | 0.00 | |||
| 2040 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 2045 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 10,607.00 | 0.00 | |||
| 2050 | W FIRE HYDRANT REMOVE | 14021 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,253.00 | 0.00 | |||
| 2055 | W METER RELOCATE | 14030 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,326.00 | 0.00 | |||
| 2060 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 2,505.00 | 2,505.000 | 0.000 | 0.000 | 233.25 | 0.00 | |||
| 2065 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 138.60 | 0.00 | |||
| 2070 | W PIPE DCTL IRON RSTRND JOINT 10 IN | 14049 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 176.05 | 0.00 | |||
| 2075 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 192.10 | 0.00 | |||
| 2080 | W PIPE DCTL IRON RSTRND JOINT 16 IN | 14051 | LF | 195.00 | 195.000 | 0.000 | 0.000 | 236.60 | 0.00 | |||
| 2085 | W PIPE POLYETHYLENE/PLASTIC 06 INCH | 14069 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 103.75 | 0.00 | |||
| 2090 | W PIPE POLYETHYLENE/PLASTIC 10 INCH | 14071 | LF | 760.00 | 760.000 | 0.000 | 0.000 | 116.40 | 0.00 | |||
| 2095 | W PIPE POLYETHYLENE/PLASTIC 12 INCH | 14072 | LF | 2,630.00 | 2,630.000 | 0.000 | 0.000 | 129.60 | 0.00 | |||
| 2100 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 9,687.00 | 0.00 | |||
| 2105 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,540.00 | 0.00 | |||
| 2110 | W STRUCTURE REMOVAL | 14088 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,453.00 | 0.00 | |||
| 2115 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,720.00 | 0.00 | |||
| 2120 | W TIE-IN 03 INCH | 14092 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,212.00 | 0.00 | |||
| 2125 | W TIE-IN 06 INCH | 14094 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,453.00 | 0.00 | |||
| 2130 | W TIE-IN 10 INCH | 14096 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,124.00 | 0.00 | |||
| 2135 | W TIE-IN 12 INCH | 14097 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,460.00 | 0.00 | |||
| 2140 | W TIE-IN 16 INCH | 14098 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,970.75 | 0.00 | |||
| 2145 | W VALVE 06 INCH | 14105 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,719.00 | 0.00 | |||
| 2150 | W VALVE 10 INCH | 14107 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,836.00 | 0.00 | |||
| 2155 | W VALVE 12 INCH | 14108 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 6,966.00 | 0.00 | |||
| 2160 | W VALVE 16 INCH | 14109 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 24,069.00 | 0.00 | |||
| 2165 | W VALVE SPECIAL | 14124 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25,447.00 | 0.00 | |||
| 2170 | W LINE MARKER | 14144 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 2175 | RAILROAD COORDINATION | 24665EX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0007 UTILITY (LUC) | |||||||
| 2180 | SAFELOADING | 02690 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 396.00 | 0.00 | |||
| 2185 | W CAP EXISTING MAIN | 14003 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,222.00 | 0.00 | |||
| 2190 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 655.00 | 0.00 | |||
| 2195 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 655.00 | 0.00 | |||
| 2200 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 655.00 | 0.00 | |||
| 2205 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,864.00 | 0.00 | |||
| 2210 | W FIRE HYDRANT REMOVE | 14021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,229.00 | 0.00 | |||
| 2215 | W METER RELOCATE | 14030 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,035.00 | 0.00 | |||
| 2220 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 180.65 | 0.00 | |||
| 2225 | W PIPE PVC 08 INCH | 14060 | LF | 910.00 | 910.000 | 0.000 | 0.000 | 127.40 | 0.00 | |||
| 2230 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,325.00 | 0.00 | |||
| 2235 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,270.00 | 0.00 | |||
| 2240 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,395.00 | 0.00 | |||
| 2245 | W VALVE 08 INCH | 14106 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,335.00 | 0.00 | |||
| 2250 | W VALVE SPECIAL | 14124 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 18,557.00 | 0.00 | |||
| 2255 | W LINE MARKER | 14144 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 2260 | S ENCASEMENT STEEL BORED RANGE 1 | 15014 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 242.00 | 0.00 | |||
| 2265 | S FORCE MAIN TIE-IN SPECIAL | 15081 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 754.00 | 0.00 | |||
| 2270 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,199.00 | 0.00 | |||
| 2275 | S PIPE SPECIAL | 15118 | LF | 770.00 | 770.000 | 0.000 | 0.000 | 84.60 | 0.00 | |||
| 2280 | S PIPE SPECIAL | 15118 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 84.60 | 0.00 | |||
| 2285 | S CAP EXISTING MAIN | 15155 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 494.00 | 0.00 | |||
| 2290 | RAILROAD COORDINATION | 24665EX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| Project | DE09310022605 | Fed/State Project Number | STPM 3001 (490) | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 2295 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 1,524,949.99 | 762,474.99 | 762,474.99 | |
| 2300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 484,423.48 | 0.00 | |||
| SUBTOT | $764,076.99 |
$764,076.995 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||