|
Report_Id: 231012 Est NO 0041 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231012 | Estimate Number | 0041 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Hoffman, David J | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 01/01/2025 TO 01/24/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE06301922312 | ||||||
| Project No. | FD04 063 0192 018-021 | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | KY-192 | ||||||
| Description | IMPROVE SAFETY, ACCESS MANAGEMENT, AND FREIGHT MOBILITY AND REDUCE CONGESTION ON KY-192 NEAR KY-1006 TO US-25 IN LONDON | ||||||
| Date Let | 04/27/2023 | Formal Acceptance | |||||
| Date Awarded | 05/09/2023 | Date Work Began | 06/23/2023 | ||||
| Date Contract Executed | 05/17/2023 | Open To Traffic | |||||
| Date NTP Issued | 05/18/2023 | Actual Completion Date | |||||
| Current Contract Amount | $33,352,249.02 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $33,298,219.02 |
Total Earnings | $23,575,488.52 |
$23,533,147.84 |
$42,340.68 |
|
| Percent Complete | 70.69 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $9,776,760.50 |
Gross Earnings | $23,575,488.52 |
$23,533,147.84 |
$42,340.68 |
|
| Total Change Orders | $54,030.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $23,575,488.52 |
$23,533,147.84 |
$42,340.68 |
|||
| Contract Id | 231012 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0041 | Project Number | FD04 063 0192 018-021 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 01/01/2025 TO 01/24/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Add channel linning to contract | Approved | 03/22/2024 | $54,030.00 | 2.0 | |||||
| 002 | Non Spec Material Override | Approved | 12/01/2023 | $0.00 | 0.0 | |||||
| 003 | Liquidated Damage OVERRIDE | Approved | 10/25/2024 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 231012 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE06301922312 | ||||||
| Estimate Nbr | 0041 | Period | 01/01/2025 TO 01/24/2025 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | 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 | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 34,353.00 | 34,353.000 | 253.810 | 25,810.560 | 26,064.370 | 32.00 | 8,121.92 | 834,059.84 | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,798.00 | 1,798.000 | 5,423.110 | 5,423.110 | 39.00 | 211,501.29 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 138.00 | 138.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 18,984.00 | 18,984.000 | 14,326.640 | 14,326.640 | 106.00 | 1,518,623.84 | |||
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 541.00 | 541.000 | 0.000 | 0.000 | 118.00 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 33,849.00 | 33,849.000 | 29,770.710 | 29,770.710 | 83.00 | 2,470,968.93 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,596.00 | 6,596.000 | 5,201.824 | 5,201.824 | 90.00 | 468,164.16 | |||
| 0045 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 6,568.00 | 6,568.000 | 937.750 | 937.750 | 93.00 | 87,210.75 | |||
| 0050 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 18,511.00 | 18,511.000 | -25.000 | 19,982.010 | 19,957.010 | 92.00 | -2,300.00 | 1,836,044.92 | |
| 0055 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 8,442.00 | 8,442.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0060 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,669.00 | 1,669.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 127.00 | 127.000 | 95.340 | 95.340 | 10.00 | 953.40 | |||
| 0070 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,367.00 | 1,367.000 | 347.972 | 347.972 | 125.00 | 43,496.50 | |||
| 0075 | BREAKING AND SEATING PAVEMENT | 02107 | SQYD | 56,111.00 | 56,111.000 | 56,535.620 | 56,535.620 | 1.60 | 90,456.99 | |||
| 0080 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 59,889.00 | 59,889.000 | 52,233.847 | 52,233.847 | 2.00 | 104,467.69 | |||
| 0085 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0090 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 4,344.00 | 4,344.000 | 660.030 | 660.030 | 25.00 | 16,500.75 | |||
| 0095 | JOINT ADHESIVE | 20071EC | LF | 105,924.00 | 105,924.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0100 | CL2 ASPH SURF 0.38A PG64-22 | 24685EC | TON | 2,652.00 | 2,652.000 | 176.930 | 176.930 | 136.00 | 24,062.48 | |||
| 0105 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 34,353.00 | 34,353.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 89,575.00 | 89,575.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,398,114.00 | 1,398,114.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 8002 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -8,280.000 | -8,280.000 | 1.00 | -8,280.00 | |||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0002 ROADWAY | |||||||
| 0120 | FLUME INLET TYPE 2 | 01691 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 4,000.00 | 20,000.00 | |||
| 0125 | STANDARD CURB AND GUTTER | 01810 | LF | 18,513.00 | 18,513.000 | 12,228.333 | 12,228.333 | 33.00 | 403,534.98 | |||
| 0130 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 35,945.00 | 35,945.000 | 35.500 | 14,820.500 | 14,856.000 | 34.70 | 1,231.85 | 515,503.20 | |
| 0135 | LIP CURB AND GUTTER | 01820 | LF | 131.00 | 131.000 | 131.000 | 131.000 | 54.00 | 7,074.00 | |||
| 0140 | STANDARD HEADER CURB | 01875 | LF | 2,408.00 | 2,408.000 | 1,324.000 | 1,324.000 | 26.50 | 35,086.00 | |||
| 0145 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 121.00 | 121.000 | 33.000 | 33.000 | 20.00 | 660.00 | |||
| 0150 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 61.000 | 61.000 | 0.01 | 0.61 | |||
| 0155 | REMOVE PAVEMENT | 02091 | SQYD | 1,487.00 | 1,487.000 | 899.000 | 899.000 | 17.50 | 15,732.50 | |||
| 0160 | EMBANKMENT IN PLACE | 02230 | CUYD | 110,768.00 | 110,768.000 | 95,159.427 | 95,159.427 | 40.00 | 3,806,377.08 | |||
| 0165 | WATER | 02242 | MGAL | 5,438.00 | 5,438.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0170 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0175 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,950.00 | 5,950.000 | 1,539.000 | 1,539.000 | 29.25 | 45,015.75 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0185 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0190 | REMOVE GUARDRAIL | 02381 | LF | 267.00 | 267.000 | 7,362.500 | 7,362.500 | 5.00 | 36,812.50 | |||
| 0195 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 0200 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0205 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0210 | WITNESS POST | 02432 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0215 | CLEARING AND GRUBBING 86.96 ACRES | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 75,000.00 | 52,500.00 | |||
| 0220 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 1.88 | 1.880 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0225 | CONCRETE-CLASS B | 02555 | CUYD | 229.80 | 229.800 | 103.460 | 103.460 | 650.00 | 67,249.00 | |||
| 0230 | TEMPORARY SIGNS | 02562 | SQFT | 1,691.00 | 1,691.000 | 1,161.500 | 1,161.500 | 12.00 | 13,938.00 | |||
| 0235 | DITCHING AND SHOULDERING | 02575 | LF | 2,370.00 | 2,370.000 | 30.000 | 30.000 | 5.00 | 150.00 | |||
| 0240 | EDGE KEY | 02585 | LF | 129.00 | 129.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0245 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 734.00 | 734.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0250 | HANDRAIL-TYPE A-2 | 02612 | LF | 232.00 | 232.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0255 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 1,260,000.00 | 882,000.00 | |||
| 0260 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0265 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 13,100.00 | 52,400.00 | |||
| 0270 | SAFELOADING | 02690 | CUYD | 29.00 | 29.000 | 30.300 | 30.300 | 330.00 | 9,999.00 | |||
| 0275 | TEMP SILT FENCE | 02701 | LF | 13,640.00 | 13,640.000 | 0.000 | 0.000 | 3.65 | 0.00 | |||
| 0280 | SILT TRAP TYPE A | 02703 | EACH | 106.00 | 106.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0285 | SILT TRAP TYPE B | 02704 | EACH | 106.00 | 106.000 | 57.000 | 57.000 | 160.00 | 9,120.00 | |||
| 0290 | SILT TRAP TYPE C | 02705 | EACH | 106.00 | 106.000 | 39.000 | 39.000 | 115.00 | 4,485.00 | |||
| 0295 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 106.00 | 106.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0300 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 106.00 | 106.000 | 58.000 | 58.000 | 80.00 | 4,640.00 | |||
| 0305 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 106.00 | 106.000 | 75.000 | 75.000 | 50.00 | 3,750.00 | |||
| 0310 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 3,276.00 | 3,276.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0315 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 150,000.00 | 105,000.00 | |||
| 0320 | ARROW PANEL | 02775 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0325 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 21.00 | 21.000 | 6.000 | 6.000 | 595.00 | 3,570.00 | |||
| 0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 16,466.00 | 16,466.000 | 32,244.979 | 32,244.979 | 1.80 | 58,040.96 | |||
| 0335 | TEMP MULCH | 05952 | SQYD | 283,360.00 | 283,360.000 | 169,360.498 | 169,360.498 | 0.26 | 44,033.72 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 218,771.00 | 218,771.000 | 30,647.500 | 30,647.500 | 0.28 | 8,581.30 | |||
| 0345 | INITIAL FERTILIZER | 05963 | TON | 13.90 | 13.900 | 5.189 | 5.189 | 1,200.00 | 6,226.80 | |||
| 0350 | MAINTENANCE FERTILIZER | 05964 | TON | 9.10 | 9.100 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0355 | SEEDING AND PROTECTION | 05985 | SQYD | 218,053.00 | 218,053.000 | 68,044.743 | 68,044.743 | 0.42 | 28,578.79 | |||
| 0360 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 40,248.00 | 40,248.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0365 | AGRICULTURAL LIMESTONE | 05992 | TON | 146.30 | 146.300 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0370 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 982.00 | 982.000 | 0.000 | 0.000 | 25.99 | 0.00 | |||
| 0375 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 51,993.00 | 51,993.000 | 7,272.000 | 17,039.000 | 24,311.000 | 0.22 | 1,599.84 | 5,348.42 | |
| 0380 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 229,214.00 | 229,214.000 | 7,772.000 | 126,903.000 | 134,675.000 | 0.25 | 1,943.00 | 33,668.75 | |
| 0385 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 51,112.00 | 51,112.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0390 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 954.00 | 954.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0395 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 39,816.00 | 39,816.000 | 469.000 | 469.000 | 0.65 | 304.85 | |||
| 0400 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 96,144.00 | 96,144.000 | 32,752.000 | 32,752.000 | 0.75 | 24,564.00 | |||
| 0405 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 48,174.00 | 48,174.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0410 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 25,814.00 | 25,814.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0415 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 5,256.00 | 5,256.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0420 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 689.00 | 689.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0425 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0430 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0435 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 2,288.00 | 2,288.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0440 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 526.00 | 526.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 0445 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 0450 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 1,779.00 | 1,779.000 | 31.000 | 31.000 | 10.25 | 317.75 | |||
| 0455 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,870.00 | 1,870.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 0460 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0465 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 231.00 | 231.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0470 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 15.00 | 15.000 | 2.000 | 2.000 | 135.00 | 270.00 | |||
| 0475 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0480 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 793.00 | 793.000 | 581.000 | 581.000 | 24.00 | 13,944.00 | |||
| 0485 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 786.00 | 786.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0490 | INLAID PAVEMENT MARKER-MY | 06611 | EACH | 280.00 | 280.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0495 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0500 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0505 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0510 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 195.00 | 195.000 | 30.000 | 30.000 | 75.00 | 2,250.00 | |||
| 0515 | CONCRETE-CLASS A | 08100 | CUYD | 987.86 | 987.860 | 76.670 | 76.670 | 450.00 | 34,501.50 | |||
| 0520 | STEEL REINFORCEMENT | 08150 | LB | 386.00 | 386.000 | 203.000 | 203.000 | 12.00 | 2,436.00 | |||
| 0525 | FUEL ADJUSTMENT | 10020NS | DOLL | 184,160.00 | 184,160.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0530 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 383,414.00 | 383,414.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0535 | OBJECT MARKER TY 3 | 20191ED | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0540 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 10,308.00 | 10,308.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0545 | SAWCUT PAVEMENT | 20550ND | LF | 30,963.00 | 30,963.000 | 13,765.500 | 13,765.500 | 3.00 | 41,296.50 | |||
| 0550 | LONGITUDINAL EDGE KEY | 21289ED | LF | 848.00 | 848.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0555 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 2,239.00 | 2,239.000 | 218.000 | 3,318.000 | 3,536.000 | 8.00 | 1,744.00 | 28,288.00 | |
| 0560 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 1,239.00 | 1,239.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0565 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 15,650.00 | 15,650.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0570 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 262.00 | 262.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0575 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 33.00 | 33.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0580 | TURF REINFORCEMENT MAT 4 | 23277EN11F | SQYD | 45.00 | 45.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0585 | YIELD LINES 9. | 23745EC | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0590 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 4.00 | 4.000 | 18.000 | 18.000 | 125.00 | 2,250.00 | |||
| 0595 | BARRIER CURB AND GUTTER-MOD | 24109EC | LF | 709.00 | 709.000 | 0.000 | 0.000 | 41.75 | 0.00 | |||
| 0600 | R/W MONUMENT TYPE 3 | 24540 | EACH | 82.00 | 82.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0605 | R/W MONUMENT TYPE 3A | 24541 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0610 | GRANULAR BACKFILL | 24596EN | CUYD | 81.00 | 81.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0615 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 141.00 | 141.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0620 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 8000 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 828.000 | 930.710 | 930.710 | 64.50 | 60,030.79 | |||
| 8001 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 12.000 | 800.930 | 800.930 | 52.00 | 41,648.36 | |||
| 8004 | LIQUIDATED DAMAGES Failure to comply with MOT stipulations | 10111NS | DOLL | 0.00 | 0.001 | -1,000.000 | -1,000.000 | 1.00 | -1,000.00 | |||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0003 DRAINAGE | |||||||
| 0625 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 40.00 | 40.000 | 505.840 | 505.840 | 39.00 | 19,727.76 | |||
| 0630 | CULVERT PIPE-18 IN | 00462 | LF | 273.00 | 273.000 | 163.000 | 163.000 | 83.00 | 13,529.00 | |||
| 0635 | CULVERT PIPE-24 IN | 00464 | LF | 380.00 | 380.000 | 355.000 | 355.000 | 100.00 | 35,500.00 | |||
| 0640 | CULVERT PIPE-30 IN | 00466 | LF | 28.00 | 28.000 | 33.000 | 33.000 | 200.00 | 6,600.00 | |||
| 0645 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 350.00 | 19,950.00 | |||
| 0650 | STORM SEWER PIPE-12 IN | 00520 | LF | 169.00 | 169.000 | 158.000 | 158.000 | 52.00 | 8,216.00 | |||
| 0655 | STORM SEWER PIPE-15 IN | 00521 | LF | 6,720.00 | 6,720.000 | 6,120.200 | 6,120.200 | 62.00 | 379,452.40 | |||
| 0660 | STORM SEWER PIPE-18 IN | 00522 | LF | 6,270.00 | 6,270.000 | 4,632.000 | 4,632.000 | 70.00 | 324,240.00 | |||
| 0665 | STORM SEWER PIPE-21 IN | 00523 | LF | 297.00 | 297.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0670 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,331.00 | 1,331.000 | 1,060.500 | 1,060.500 | 100.00 | 106,050.00 | |||
| 0675 | STORM SEWER PIPE-30 IN | 00526 | LF | 712.00 | 712.000 | 133.833 | 133.833 | 125.00 | 16,729.12 | |||
| 0680 | STORM SEWER PIPE-36 IN | 00528 | LF | 855.00 | 855.000 | 755.500 | 755.500 | 200.00 | 151,100.00 | |||
| 0685 | STORM SEWER PIPE-66 IN | 00533 | LF | 17.00 | 17.000 | 0.000 | 0.000 | 640.00 | 0.00 | |||
| 0690 | STORM SEWER PIPE-78 IN | 00535 | LF | 64.00 | 64.000 | 64.000 | 64.000 | 650.00 | 41,600.00 | |||
| 0695 | STORM SEWER PIPE-30 IN EQUIV | 00556 | LF | 259.00 | 259.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0700 | PERFORATED PIPE-4 IN | 01000 | LF | 27,754.00 | 27,754.000 | 17,205.000 | 17,205.000 | 12.00 | 206,460.00 | |||
| 0705 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 380.00 | 380.000 | 2,840.000 | 2,840.000 | 12.00 | 34,080.00 | |||
| 0710 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,566.00 | 1,566.000 | 1,342.000 | 1,342.000 | 15.00 | 20,130.00 | |||
| 0715 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.158 | 0.158 | 10,000.00 | 1,580.00 | |||
| 0720 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,050.00 | 9,450.00 | |||
| 0725 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 1,075.00 | 8,600.00 | |||
| 0730 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 22.00 | 22.000 | 12.000 | 12.000 | 1,100.00 | 13,200.00 | |||
| 0735 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,150.00 | 5,750.00 | |||
| 0740 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,700.00 | 6,800.00 | |||
| 0745 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0750 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
| 0755 | PIPE CULVERT HEADWALL-48 IN EQUIV | 01217 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,268.00 | 8,536.00 | |||
| 0760 | PIPE CULVERT HEADWALL-66 IN | 01222 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,600.00 | 15,600.00 | |||
| 0765 | REMOVE PIPE | 01310 | LF | 13.00 | 13.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0770 | SLOPED BOX OUTLET TYPE 1-12 IN | 01428 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0775 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,250.00 | 9,000.00 | |||
| 0780 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 11.00 | 11.000 | 12.000 | 12.000 | 1,925.00 | 23,100.00 | |||
| 0785 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,685.00 | 13,425.00 | |||
| 0790 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,900.00 | 0.00 | |||
| 0795 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,150.00 | 8,150.00 | |||
| 0800 | CURB BOX INLET TYPE A | 01456 | EACH | 72.00 | 72.000 | 50.000 | 50.000 | 6,675.00 | 333,750.00 | |||
| 0805 | CURB BOX INLET TYPE B | 01480 | EACH | 26.00 | 26.000 | 23.000 | 23.000 | 6,895.00 | 158,585.00 | |||
| 0810 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0815 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,665.00 | 0.00 | |||
| 0820 | DROP BOX INLET TYPE 5D | 01511 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 8,335.00 | 66,680.00 | |||
| 0825 | DROP BOX INLET TYPE 5E | 01514 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 6,375.00 | 44,625.00 | |||
| 0830 | DROP BOX INLET TYPE 5F | 01517 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 5,045.00 | 30,270.00 | |||
| 0835 | DROP BOX INLET TYPE 11 | 01544 | EACH | 14.00 | 14.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | |||
| 0840 | DROP BOX INLET TYPE 12 | 01547 | LF | 100.00 | 100.000 | 97.000 | 97.000 | 205.00 | 19,885.00 | |||
| 0845 | DROP BOX INLET TYPE 13G | 01559 | EACH | 119.00 | 119.000 | 116.000 | 116.000 | 5,030.00 | 583,480.00 | |||
| 0850 | DROP BOX INLET TYPE 13S | 01568 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 6,650.00 | 172,900.00 | |||
| 0855 | DROP BOX INLET TYPE 14 | 01577 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,690.00 | 18,450.00 | |||
| 0860 | DROP BOX INLET TYPE 15 | 01580 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,060.00 | 12,180.00 | |||
| 0865 | JUNCTION BOX | 01650 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 4,540.00 | 13,620.00 | |||
| 0870 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 164.00 | 164.000 | 124.000 | 124.000 | 336.00 | 41,664.00 | |||
| 0875 | MANHOLE TYPE A | 01756 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 2,160.00 | 17,280.00 | |||
| 0880 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 0885 | MANHOLE TYPE C | 01767 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 11,600.00 | 69,600.00 | |||
| 0890 | RECONSTRUCT MANHOLE | 01789 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,685.00 | 0.00 | |||
| 0895 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 1,975.00 | 1,975.00 | |||
| 0900 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 43,331.00 | 43,331.000 | 17,303.015 | 17,303.015 | 2.00 | 34,606.03 | |||
| 0905 | CLEAN PIPE STRUCTURE | 03262 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,000.00 | 20,000.00 | |||
| 0910 | PVC PIPE-8 IN | 03387 | LF | 8.00 | 8.000 | 2.500 | 2.500 | 65.00 | 162.50 | |||
| 0915 | PVC PIPE-10 IN | 03389 | LF | 8.00 | 8.000 | 3.000 | 3.000 | 95.00 | 285.00 | |||
| 0920 | PVC FOLD AND FORM PIPE LINER-12 IN (ADDED 4-14-23) | 24860EC | LF | 67.00 | 67.000 | 0.000 | 0.000 | 96.49 | 0.00 | |||
| 0925 | PVC FOLD AND FORM PIPE LINER-24 IN (ADDED 4-14-23) | 24863EC | LF | 490.00 | 490.000 | 887.900 | 887.900 | 174.35 | 154,805.36 | |||
| 0930 | PVC FOLD AND FORM PIPE LINER-15 IN (ADDED 4-14-23) | 24861EC | LF | 731.00 | 731.000 | 178.800 | 178.800 | 110.62 | 19,778.85 | |||
| 0935 | PVC FOLD AND FORM PIPE LINER-18 IN (ADDED 4-14-23) | 24862EC | LF | 1,259.00 | 1,259.000 | 1,626.100 | 1,626.100 | 126.19 | 205,197.55 | |||
| 0940 | PVC FOLD AND FORM PIPE LINER-21 IN (ADDED 4-14-23) | 26190EC | LF | 61.00 | 61.000 | 0.000 | 0.000 | 162.70 | 0.00 | |||
| 0945 | PVC FOLD AND FORM PIPE LINER-30 IN (ADDED 4-14-23) | 24864EC | LF | 690.00 | 690.000 | 614.100 | 614.100 | 198.88 | 122,132.20 | |||
| 0950 | PVC FOLD AND FORM PIPE LINER-36 IN (ADDED 4-14-23) | 24865EC | LF | 142.00 | 142.000 | 145.000 | 145.000 | 222.60 | 32,277.00 | |||
| 0955 | DROP BOX INLET TY 6E | 22767ES710 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,065.81 | 18,197.43 | |||
| 0960 | CONNECT TO EXIST CULVERT | 23793EC | EACH | 59.00 | 59.000 | 50.000 | 50.000 | 2,000.00 | 100,000.00 | |||
| 0965 | CONNECT TO STORM SEWER STRUCTURE | 23794EC | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0970 | HEADWALL PIPE CULVERT HEADWALL-78 IN. | 24575ES610 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0975 | PIPELINE INSPECTION | 24814EC | LF | 16,514.00 | 16,514.000 | 2,539.400 | 2,121.400 | 4,660.800 | 2.15 | 5,459.71 | 10,020.72 | |
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0004 SIGNING | |||||||
| 0980 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,041.00 | 1,041.000 | 136.820 | 227.600 | 364.420 | 40.79 | 5,580.88 | 14,864.69 | |
| 0985 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 235.00 | 235.000 | 34.380 | 116.040 | 150.420 | 42.31 | 1,454.61 | 6,364.27 | |
| 0990 | STEEL POST TYPE 2 | 06411 | LF | 2,645.00 | 2,645.000 | 211.670 | 478.450 | 690.120 | 24.46 | 5,177.44 | 16,880.33 | |
| 0995 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 254.88 | 0.00 | |||
| 1000 | REMOVE SIGN | 21373ND | EACH | 8.00 | 8.000 | 3.000 | 4.000 | 7.000 | 51.12 | 153.36 | 357.84 | |
| 1005 | BARCODE SIGN INVENTORY | 24631EC | EACH | 271.00 | 271.000 | 34.000 | 83.000 | 117.000 | 25.56 | 869.04 | 2,990.52 | |
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0005 SIGNALIZATION | |||||||
| 1010 | FUSED CONNECTOR KIT | 04780 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 399.00 | 0.00 | |||
| 1015 | TRENCHING AND BACKFILLING | 04820 | LF | 675.00 | 675.000 | 60.000 | 60.000 | 5.75 | 345.00 | |||
| 1020 | CABLE-NO. 14/7C | 04845 | LF | 21,300.00 | 21,300.000 | 21,755.000 | 21,755.000 | 1.63 | 35,460.65 | |||
| 1025 | MESSENGER-15400 LB | 04886 | LF | 3,945.00 | 3,945.000 | 4,325.000 | 4,325.000 | 6.97 | 30,145.25 | |||
| 1030 | MESSENGER-26900 LB | 04892 | LF | 800.00 | 800.000 | 1,785.500 | 1,785.500 | 7.70 | 13,748.35 | |||
| 1035 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 32.00 | 32.000 | 29.000 | 29.000 | 297.00 | 8,613.00 | |||
| 1040 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 104.00 | 104.000 | 19.000 | 83.000 | 102.000 | 595.00 | 11,305.00 | 60,690.00 | |
| 1045 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 338.00 | 0.00 | |||
| 1050 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1055 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 67.00 | 67.000 | 48.000 | 48.000 | 338.00 | 16,224.00 | |||
| 1060 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 48.00 | 48.000 | 46.000 | 46.000 | 338.00 | 15,548.00 | |||
| 1065 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 250.00 | 1,250.00 | |||
| 1070 | BORE AND JACK CONDUIT | 21543EN | LF | 190.00 | 190.000 | 312.500 | 312.500 | 22.00 | 6,875.00 | |||
| 1075 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 2,033.00 | 0.00 | |||
| 1080 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 1085 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 148.00 | 148.000 | 133.500 | 133.500 | 1,382.00 | 184,497.00 | |||
| 1090 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1095 | INSTALL PEDESTAL POST | 23235EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,520.00 | 0.00 | |||
| 1100 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 1,010.00 | 1,010.000 | 60.000 | 60.000 | 10.00 | 600.00 | |||
| 1105 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 9,388.00 | 65,716.00 | |||
| 1110 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 3,348.00 | 23,436.00 | |||
| 1115 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 32.00 | 32.000 | 27.000 | 27.000 | 1,262.00 | 34,074.00 | |||
| 1120 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,262.00 | 2,524.00 | |||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0006 BRIDGE- CULVERT | |||||||
| 1125 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 1.20 | 1.200 | 1.200 | 1.200 | 3,000.00 | 3,600.00 | |||
| 1130 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 3.518 | 3.518 | 500.00 | 1,759.00 | |||
| 1135 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 1140 | CONCRETE-CLASS A | 08100 | CUYD | 91.30 | 91.300 | 91.300 | 91.300 | 1,500.00 | 136,950.00 | |||
| 1145 | STEEL REINFORCEMENT | 08150 | LB | 13,029.00 | 13,029.000 | 13,036.000 | 13,036.000 | 3.00 | 39,108.00 | |||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0007 SEWER | |||||||
| 1150 | S DIRECTIONAL BORE | 15011 | LF | 40.00 | 40.000 | 170.000 | 170.000 | 265.00 | 45,050.00 | |||
| 1155 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 84.00 | 84.000 | 127.000 | 127.000 | 575.00 | 73,025.00 | |||
| 1160 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | LF | 525.00 | 525.000 | 536.000 | 536.000 | 700.00 | 375,200.00 | |||
| 1165 | S FORCE MAIN PVC 02 INCH | 15057 | LF | 180.00 | 180.000 | 684.000 | 684.000 | 26.00 | 17,784.00 | |||
| 1170 | S FORCE MAIN PVC 08 INCH | 15061 | LF | 1,660.00 | 1,660.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 1175 | S FORCE MAIN PVC 12 INCH | 15063 | LF | 1,660.00 | 1,660.000 | 1,676.000 | 1,676.000 | 87.00 | 145,812.00 | |||
| 1180 | S FORCE MAIN TIE-IN 02 INCH | 15071 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,125.00 | 10,625.00 | |||
| 1185 | S FORCE MAIN TIE-IN 08 INCH | 15075 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,210.00 | 0.00 | |||
| 1190 | S FORCE MAIN TIE-IN 12 INCH | 15077 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 4,805.00 | 4,805.00 | |||
| 1195 | S LATERAL SPECIAL | 15091 | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 1,390.00 | 12,510.00 | |||
| 1200 | S MANHOLE | 15092 | EACH | 28.00 | 28.000 | 29.000 | 29.000 | 4,260.00 | 123,540.00 | |||
| 1205 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 16.00 | 16.000 | 19.000 | 19.000 | 1,310.00 | 24,890.00 | |||
| 1210 | S MANHOLE TAP EXISTING | 15099 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,710.00 | 8,130.00 | |||
| 1215 | S PIPE PVC 08 INCH | 15112 | LF | 2,400.00 | 2,400.000 | 2,596.000 | 2,596.000 | 132.00 | 342,672.00 | |||
| 1220 | S PIPE PVC 12 INCH | 15114 | LF | 300.00 | 300.000 | 429.000 | 429.000 | 102.00 | 43,758.00 | |||
| 1225 | S SPECIAL ITEM | 15120 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,100.00 | 9,300.00 | |||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0008 WATERLINE | |||||||
| 1230 | W CAP EXISTING MAIN | 14003 | EACH | 29.00 | 29.000 | 21.000 | 21.000 | 2,000.00 | 42,000.00 | |||
| 1235 | W DIRECTIONAL BORE | 14004 | LF | 652.00 | 652.000 | 510.000 | 510.000 | 198.00 | 100,980.00 | |||
| 1240 | W ENCASEMENT STEEL BORED RANGE 1 | 14006 | LF | 57.00 | 57.000 | 210.000 | 210.000 | 220.00 | 46,200.00 | |||
| 1245 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 467.00 | 467.000 | 430.000 | 430.000 | 350.00 | 150,500.00 | |||
| 1250 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 109.00 | 109.000 | 90.000 | 90.000 | 565.00 | 50,850.00 | |||
| 1255 | W ENCASEMENT STEEL OPEN CUT RANGE 6 | 14017 | LF | 56.00 | 56.000 | 90.000 | 90.000 | 399.00 | 35,910.00 | |||
| 1260 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 7,825.00 | 109,550.00 | |||
| 1265 | W METER VAULT | 14031 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 1,570.00 | 0.00 | |||
| 1270 | W METER/FIRE SERVICE COMBO VAULT | 14032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 65,445.00 | 65,445.00 | |||
| 1275 | W PIPE PVC 02 INCH | 14056 | LF | 221.00 | 221.000 | 193.000 | 193.000 | 35.00 | 6,755.00 | |||
| 1280 | W PIPE PVC 06 INCH | 14059 | LF | 128.00 | 128.000 | 600.000 | 600.000 | 59.00 | 35,400.00 | |||
| 1285 | W PIPE PVC 08 INCH | 14060 | LF | 6,720.00 | 6,720.000 | 6,886.830 | 6,886.830 | 89.00 | 612,927.87 | |||
| 1290 | W PIPE PVC 12 INCH | 14062 | LF | 165.00 | 165.000 | 176.000 | 176.000 | 209.00 | 36,784.00 | |||
| 1295 | W PIPE PVC 16 INCH | 14063 | LF | 150.00 | 150.000 | 114.000 | 114.000 | 406.00 | 46,284.00 | |||
| 1300 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 2.00 | 2.000 | 21.000 | 21.000 | 6,595.00 | 138,495.00 | |||
| 1305 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 31,200.00 | 62,400.00 | |||
| 1310 | W TIE-IN 02 INCH | 14091 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,130.00 | 4,260.00 | |||
| 1315 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,815.00 | 5,630.00 | |||
| 1320 | W TIE-IN 08 INCH | 14095 | EACH | 18.00 | 18.000 | 4.000 | 4.000 | 4,350.00 | 17,400.00 | |||
| 1325 | W VALVE 02 INCH | 14102 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,470.00 | 4,410.00 | |||
| 1330 | W VALVE 06 INCH | 14105 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,645.00 | 7,935.00 | |||
| 1335 | W VALVE 08 INCH | 14106 | EACH | 25.00 | 25.000 | 9.000 | 9.000 | 3,135.00 | 28,215.00 | |||
| 1340 | W VALVE 16 INCH | 14109 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,225.00 | 16,225.00 | |||
| 1345 | W SERV COPPER LONG SIDE 1 IN | 14145 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 4,300.00 | 4,300.00 | |||
| 1350 | W SERV COPPER LONG SIDE 2 IN | 14147 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 1355 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 2.00 | 2.000 | 11.000 | 11.000 | 2,900.00 | 31,900.00 | |||
| 1360 | W SERV COPPER SHORT SIDE 1-1/2 IN | 14150 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,665.00 | 2,665.00 | |||
| 1365 | W SERV COPPER SHORT SIDE 2 IN | 14151 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,405.00 | 7,215.00 | |||
| 1370 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 13.00 | 13.000 | 15.000 | 15.000 | 1,090.00 | 16,350.00 | |||
| 1375 | W BLOWOFF ASSEMBLY Laurel | 14158 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,415.00 | 0.00 | |||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0009 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
| 1380 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500,000.00 | 1,500,000.00 | |||
| 1385 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500,000.00 | 0.00 | |||
| Project | DE06301922312 | Fed/State Project Number | FD04 063 0192 018-021 | Category | 0011 ROADWAY- PARKING LOT | |||||||
| 1390 | CRUSHED STONE BASE | 00003 | TON | 600.00 | 600.000 | 332.090 | 332.090 | 32.00 | 10,626.88 | |||
| 1395 | ASPHALT SEAL COAT | 00103 | TON | 1.60 | 1.600 | 1.600 | 1.600 | 1,200.00 | 1,920.00 | |||
| 1400 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 285.00 | 285.000 | 403.870 | 403.870 | 100.00 | 40,387.00 | |||
| 1405 | STORM SEWER PIPE-18 IN | 00522 | LF | 153.00 | 153.000 | 555.000 | 555.000 | 70.00 | 38,850.00 | |||
| 1410 | REMOVE PIPE | 01310 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 250.00 | 6,250.00 | |||
| 1415 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,000.00 | 18,000.00 | |||
| 1420 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 1425 | REMOVE INLET | 01718 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 1430 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,362.00 | 1,362.000 | 1,516.000 | 1,516.000 | 34.70 | 52,605.20 | |||
| 1435 | REMOVE CURB AND GUTTER | 01812 | LF | 996.00 | 996.000 | 1,040.000 | 1,040.000 | 8.50 | 8,840.00 | |||
| 1440 | REMOVE PAVEMENT | 02091 | SQYD | 2,939.00 | 2,939.000 | 2,273.610 | 2,273.610 | 17.50 | 39,788.17 | |||
| 1445 | REMOVE TREES OR STUMPS | 02460 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 0.01 | 0.10 | |||
| 1450 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 34.00 | 34.000 | 34.000 | 34.000 | 55.00 | 1,870.00 | |||
| 1455 | SODDING | 05990 | SQYD | 1,074.00 | 1,074.000 | 1,629.000 | 1,629.000 | 8.00 | 13,032.00 | |||
| 1460 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 201.00 | 201.000 | 82.510 | 82.510 | 40.79 | 3,365.58 | |||
| 1465 | STEEL POST TYPE 1 | 06410 | LF | 63.00 | 63.000 | 50.000 | 50.000 | 42.31 | 2,115.50 | |||
| 1470 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 644.00 | 644.000 | 851.000 | 851.000 | 3.00 | 2,553.00 | |||
| 1475 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 3,965.00 | 3,965.000 | 3,071.000 | 3,071.000 | 3.00 | 9,213.00 | |||
| 1480 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 120.00 | 120.000 | 108.000 | 108.000 | 3.00 | 324.00 | |||
| 1485 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1490 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1495 | SAWCUT PAVEMENT | 20550ND | LF | 1,054.00 | 1,054.000 | 1,050.000 | 1,050.000 | 3.00 | 3,150.00 | |||
| 1500 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 51.12 | 153.36 | |||
| 1505 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 5,524.00 | 5,524.000 | 700.000 | 700.000 | 1.25 | 875.00 | |||
| 1510 | CONNECT TO EXIST CULVERT | 23793EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1515 | CONNECT TO STORM SEWER STRUCTURE | 23794EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1520 | CL2 ASPH SURF 0.38A PG64-22 | 24685EC | TON | 150.00 | 150.000 | 122.230 | 122.230 | 175.00 | 21,390.25 | |||
| 1525 | TOPSOILING-4 IN THICK OBTAINED ON SITE | 40048 | SQYD | 1,074.00 | 1,074.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8003 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $42,340.67 |
$23,575,488.46 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||