|
Report_Id: 201024 Est NO 0055 |
Date:05/30/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201024 | Estimate Number | 0055 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04300) Bagby, Brandon R. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 05/06/2023 TO 05/19/2023 | ||||||
| Date Approved | 05/29/2023 | ||||||
| Primary Proj Number | DE047031W2024 | ||||||
| Project No. | NHPP 0311(046), HSIP 0311(040), NHPP 0311(046) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | US-31W | ||||||
| Description | IMPROVE SAFETY AND MOBILITY AND, REDUCE CONGESTION ON US-31W FROM US-31WB TO KY 447 | ||||||
| Date Let | 08/21/2020 | Formal Acceptance | |||||
| Date Awarded | 09/09/2020 | Date Work Began | 11/03/2020 | ||||
| Date Contract Executed | 09/28/2020 | Open To Traffic | |||||
| Date NTP Issued | 09/28/2020 | Actual Completion Date | 05/03/2023 | ||||
| Current Contract Amount | $14,264,974.87 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,540,000.00 |
Total Earnings | $13,396,075.38 |
$13,391,355.38 |
$4,720.00 |
|
| Percent Complete | 93.91 |
Stockpiled Materials | $-0.04 |
$-0.04 |
$0.00 |
|
| Funds Available | $868,899.53 |
Gross Earnings | $13,396,075.34 |
$13,391,355.34 |
$4,720.00 |
|
| Total Change Orders | $724,974.87 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,396,075.34 |
$13,391,355.34 |
$4,720.00 |
|||
| Contract Id | 201024 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0055 | Project Number | NHPP 0311(046), HSIP 0311(040), NHPP 0311(046) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 05/06/2023 TO 05/19/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 03/29/2021 | $0.00 | 0.0 | |||||
| 002 | Non Spec Material Override | Approved | 08/16/2021 | $0.00 | 0.0 | |||||
| 003 | Non Spec Material Override | Approved | 08/27/2021 | $0.00 | 0.0 | |||||
| 004 | Ride Quality Adjustment Asphalt Override | Approved | 11/17/2021 | $0.00 | 0.0 | |||||
| 005 | completion date extension, oil line cap, item overruns | Approved | 09/21/2022 | $724,974.87 | 151.0 | |||||
| 006 | Lot Pay Adjustment Override | Approved | 08/17/2022 | $0.00 | 0.0 | |||||
| 007 | Liquidated Damage Override | Approved | 12/09/2022 | $0.00 | 0.0 | |||||
| 008 | Extend Completion Date | Approved | 02/14/2023 | $0.00 | 161.0 | |||||
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 | 201024 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract Type | ARHG ASPHALT REHAB WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE047031W2024 | ||||||
| Estimate Nbr | 0055 | Period | 05/06/2023 TO 05/19/2023 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE047031W2024 | Fed/State Project Number | NHPP 0311(046) | 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 | CRUSHED STONE BASE | 00003 | TON | 486.00 | 486.000 | 465.770 | 465.770 | 18.00 | 8,383.86 | |||
| 0010 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 319.00 | 319.000 | 299.340 | 299.340 | 64.00 | 19,157.76 | |||
| 0015 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 319.00 | 319.000 | 227.260 | 227.260 | 62.00 | 14,090.12 | |||
| 0020 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 204.00 | 204.000 | 188.410 | 188.410 | 72.00 | 13,565.52 | |||
| 0025 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 486.00 | 486.000 | 465.770 | 465.770 | 0.72 | 335.35 | |||
| 0030 | INTELLIGENT COMPACTION FOR ASPHALT (REVISED: 8-19-20) | 24781EC | TON | 842.00 | 842.000 | 750.020 | 750.020 | 0.10 | 75.00 | |||
| 0035 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 523.00 | 523.000 | 415.670 | 415.670 | 8.00 | 3,325.36 | |||
| 0040 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 54,333.00 | 54,333.000 | 36,256.000 | 36,256.000 | 0.01 | 362.56 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8002 | LIQUIDATED DAMAGES Lane Closure Out of Time | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8007 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8052 | NON-SPEC MATERIAL PG 76-22 Binder Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8055 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE047031W2024 | Fed/State Project Number | NHPP 0311(046) | Category | 0002 ROADWAY | |||||||
| 0050 | STANDARD CURB AND GUTTER | 01810 | LF | 586.00 | 586.000 | 703.000 | 703.000 | 22.95 | 16,133.85 | |||
| 0055 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 732.00 | 732.000 | 793.000 | 793.000 | 16.25 | 12,886.25 | |||
| 0060 | STANDARD HEADER CURB | 01875 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 26.05 | 0.00 | |||
| 0065 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 452.00 | 452.000 | 110.000 | 110.000 | 20.05 | 2,205.50 | |||
| 0070 | REMOVE CURB | 01904 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 8.00 | 200.00 | |||
| 0075 | STANDARD BARRIER MEDIAN TYPE 4 (REVISED: 8-19-20) | 01921 | SQYD | 5,997.00 | 5,997.000 | 5,704.910 | 5,704.910 | 57.05 | 325,465.11 | |||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 1,796.00 | 6,933.330 | 7,818.820 | 7,818.820 | 15.00 | 117,282.30 | |||
| 0085 | TEMP DITCH | 02159 | LF | 660.00 | 660.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0090 | CLEAN TEMP DITCH | 02160 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0095 | ROADWAY EXCAVATION (REVISED: 8-19-20) | 02200 | CUYD | 4,444.00 | 4,444.000 | 4,444.000 | 4,444.000 | 45.00 | 199,980.00 | |||
| 0100 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 32.00 | 32.000 | 32.000 | 32.000 | 100.00 | 3,200.00 | |||
| 0105 | GRANULAR EMBANKMENT | 02223 | CUYD | 14.00 | 14.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 0110 | DITCHING | 02237 | LF | 500.00 | 500.000 | 726.000 | 726.000 | 10.00 | 7,260.00 | |||
| 0115 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0120 | WITNESS POST | 02432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0125 | CHANNEL LINING CLASS II | 02483 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0130 | CONCRETE-CLASS B | 02555 | CUYD | 14.80 | 14.800 | 14.800 | 14.800 | 700.00 | 10,360.00 | |||
| 0135 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 4,192.00 | 4,192.000 | 2,985.814 | 2,985.814 | 2.00 | 5,971.62 | |||
| 0140 | HANDRAIL-TYPE A-1 | 02611 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 125.00 | 8,375.00 | |||
| 0145 | TEMP SILT FENCE | 02701 | LF | 660.00 | 660.000 | 305.000 | 305.000 | 2.50 | 762.50 | |||
| 0150 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0155 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0160 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 0165 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0170 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0175 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0180 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 368.00 | 368.000 | 391.110 | 391.110 | 49.95 | 19,535.94 | |||
| 0185 | STAKING 154.20 | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 80,000.00 | 76,000.00 | |||
| 0190 | CLEAN PIPE STRUCTURE | 03262 | EACH | 24.00 | 24.000 | 29.000 | 29.000 | 450.00 | 13,050.00 | |||
| 0195 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 26.00 | 26.000 | 15.540 | 15.540 | 200.00 | 3,108.00 | |||
| 0200 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,285.00 | 1,285.000 | 1,718.010 | 1,718.010 | 2.10 | 3,607.82 | |||
| 0205 | TEMP MULCH | 05952 | SQYD | 4,700.00 | 4,700.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0210 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,450.00 | 3,450.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0215 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.020 | 0.020 | 950.00 | 19.00 | |||
| 0220 | MAINTENANCE FERTILIZER | 05964 | TON | 0.33 | 0.330 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0225 | SEEDING AND PROTECTION | 05985 | SQYD | 6,300.00 | 6,300.000 | 988.340 | 988.340 | 0.63 | 622.65 | |||
| 0230 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.90 | 3.900 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0235 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,012.00 | 4,012.000 | 2,916.000 | 2,916.000 | 0.24 | 699.84 | |||
| 0240 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 119,000.00 | 119,000.000 | 16,174.000 | 16,174.000 | 0.45 | 7,278.30 | |||
| 0245 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 11,478.00 | 11,478.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0250 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,652.00 | 7,652.000 | 51.000 | 51.000 | 1.65 | 84.15 | |||
| 0255 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,826.00 | 3,826.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0260 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 914.00 | 914.000 | 977.000 | 977.000 | 3.25 | 3,175.25 | |||
| 0265 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 659.00 | 659.000 | 600.000 | 600.000 | 11.00 | 6,600.00 | |||
| 0270 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 1,035.00 | 1,035.000 | 646.000 | 646.000 | 3.50 | 2,261.00 | |||
| 0275 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 82.00 | 82.000 | 85.000 | 85.000 | 110.00 | 9,350.00 | |||
| 0280 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 46.00 | 46.000 | 45.000 | 45.000 | 200.00 | 9,000.00 | |||
| 0285 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0290 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0295 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 1,219.00 | 1,219.000 | 773.000 | 773.000 | 4.00 | 3,092.00 | |||
| 0300 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 24.00 | 24.000 | 44.000 | 44.000 | 25.00 | 1,100.00 | |||
| 0305 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 14,358.00 | 14,358.000 | 14,230.000 | 14,230.000 | 3.00 | 42,690.00 | |||
| 0310 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 213.00 | 213.000 | 268.400 | 268.400 | 20.00 | 5,368.00 | |||
| 0315 | PIPE REPAIR | 23956EC | EACH | 24.00 | 24.000 | 18.000 | 18.000 | 3,500.00 | 63,000.00 | |||
| 0320 | INLAID PAVEMENT MARKER | 24489EC | EACH | 729.00 | 1,007.000 | 697.000 | 697.000 | 22.00 | 15,334.00 | |||
| 0325 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 2,784.00 | 2,784.000 | 2,100.000 | 2,100.000 | 2.75 | 5,775.00 | |||
| 0330 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 34,956.00 | 34,956.000 | 29,598.000 | 29,598.000 | 0.75 | 22,198.50 | |||
| 0335 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 14,398.00 | 14,398.000 | 17,217.000 | 17,217.000 | 0.75 | 12,912.75 | |||
| 8003 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE047031W2024 | Fed/State Project Number | NHPP 0311(046) | Category | 0003 DRAINAGE | |||||||
| 0340 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 60.50 | 60.500 | 54.160 | 54.160 | 45.00 | 2,437.20 | |||
| 0345 | STORM SEWER PIPE-12 IN | 00520 | LF | 110.00 | 110.000 | 108.080 | 108.080 | 150.00 | 16,212.00 | |||
| 0350 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,641.00 | 1,880.000 | 1,838.980 | 1,838.980 | 60.00 | 110,338.80 | |||
| 0355 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,407.00 | 1,407.000 | 1,425.750 | 1,425.750 | 60.00 | 85,545.00 | |||
| 0360 | STORM SEWER PIPE-36 IN | 00528 | LF | 16.00 | 16.000 | 12.000 | 12.000 | 140.00 | 1,680.00 | |||
| 0365 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 180.00 | 72,000.00 | |||
| 0370 | PERFORATED PIPE-4 IN | 01000 | LF | 827.00 | 827.000 | 877.000 | 877.000 | 6.50 | 5,700.50 | |||
| 0375 | REMOVE PIPE | 01310 | LF | 22.00 | 389.000 | 537.000 | 537.000 | 20.00 | 10,740.00 | |||
| 0380 | CURB BOX INLET TYPE A | 01456 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 6,000.00 | 180,000.00 | |||
| 0385 | CURB BOX INLET TYPE A T | 01458 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0390 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0395 | CURB BOX INLET TYPE B | 01480 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 5,000.00 | 30,000.00 | |||
| 0400 | CURB BOX INLET TYPE F | 01487 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 4,000.00 | 96,000.00 | |||
| 0405 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,800.00 | 5,800.00 | |||
| 0410 | DROP BOX INLET TYPE 16G | 01581 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 4,000.00 | 56,000.00 | |||
| 0415 | DROP BOX INLET TYPE 16GT | 01586 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,200.00 | 17,600.00 | |||
| 0420 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,400.00 | 5,400.00 | |||
| 0425 | VALLEY GUTTER | 01895 | LF | 590.00 | 590.000 | 590.000 | 590.000 | 65.00 | 38,350.00 | |||
| 0430 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 368.00 | 368.000 | 859.170 | 859.170 | 3.00 | 2,577.51 | |||
| 0435 | SAFELOADING | 02690 | CUYD | 5.70 | 5.700 | 4.100 | 4.100 | 200.00 | 820.00 | |||
| 0440 | PVC PIPE-6 IN | 03385 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0445 | CAP BOX INLET | 20098NC | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
| 0450 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | EACH | 12.00 | 14.000 | 18.000 | 18.000 | 650.00 | 11,700.00 | |||
| 0455 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| Project | DE047031W2024 | Fed/State Project Number | NHPP 0311(046) | Category | 0004 DEMOBILIZATION | |||||||
| 0460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 62,465.93 | 0.00 | |||
| SUBTOT | $0.00 |
$1,880,940.89 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0365-1-0I |
PIPE, CMP 1.63 MM | LF |
140.00 | 0019 | $69.790000 | $9,770.60 | ||||||
0400-1-0I |
MISC PRECAST | EACH |
14.00 | 0019 | $721.310000 | $10,098.34 | ||||||
0400-2-0I |
FR, GR, &/OR LID-A48 | EACH |
14.00 | 0021 | $439.050000 | $6,146.70 | ||||||
0350-1-0I |
PIPE, CMP 1.63 MM | LF |
360.00 | 0028 | $9.300000 | $3,348.00 | ||||||
0350-1-0A |
PIPE, CMP 1.63 MM | LF |
139.50 | 0028 | $9.300000 | $-1,297.35 | ||||||
0365-1-0A |
PIPE, CMP 1.63 MM | LF |
40.00 | 0028 | $69.790000 | $-2,791.60 | ||||||
0400-2-0A |
FR, GR, &/OR LID-A48 | EACH |
3.50 | 0028 | $439.050000 | $-1,536.68 | ||||||
0400-1-0A |
MISC PRECAST | EACH |
3.50 | 0028 | $721.310000 | $-2,524.59 | ||||||
0350-1-0A |
PIPE, CMP 1.63 MM | LF |
220.50 | 0029 | $9.300000 | $-2,050.65 | ||||||
0365-1-0A |
PIPE, CMP 1.63 MM | LF |
100.00 | 0029 | $69.790000 | $-6,979.00 | ||||||
0400-2-0A |
FR, GR, &/OR LID-A48 | EACH |
3.00 | 0029 | $439.050000 | $-1,317.15 | ||||||
0400-1-0A |
MISC PRECAST | EACH |
3.00 | 0029 | $721.310000 | $-2,163.93 | ||||||
0400-2-0A |
FR, GR, &/OR LID-A48 | EACH |
0.50 | 0030 | $439.050000 | $-219.53 | ||||||
0400-1-0A |
MISC PRECAST | EACH |
0.50 | 0030 | $721.310000 | $-360.66 | ||||||
0400-1-0A |
MISC PRECAST | EACH |
3.50 | 0035 | $721.310000 | $-2,524.59 | ||||||
0400-2-0A |
FR, GR, &/OR LID-A48 | EACH |
3.50 | 0035 | $439.050000 | $-1,536.68 | ||||||
0400-2-0A |
FR, GR, &/OR LID-A48 | EACH |
3.50 | 0038 | $439.050000 | $-1,536.66 | ||||||
0400-1-0A |
MISC PRECAST | EACH |
3.50 | 0038 | $721.310000 | $-2,524.57 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE047031W2025 | Fed/State Project Number | HSIP 0311(040) | 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 | |
| 0465 | DGA BASE | 00001 | TON | 281.00 | 281.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0470 | CRUSHED STONE BASE | 00003 | TON | 1,844.00 | 2,434.000 | 1,625.380 | 1,625.380 | 18.00 | 29,256.84 | |||
| 0475 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2.00 | 2.000 | 6.140 | 6.140 | 110.00 | 675.40 | |||
| 0480 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.740 | 0.740 | 8,205.00 | 6,071.70 | |||
| 0485 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,310.00 | 1,310.000 | 1,331.100 | 1,331.100 | 64.00 | 85,190.40 | |||
| 0490 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 909.00 | 909.000 | 688.450 | 688.450 | 62.00 | 42,683.90 | |||
| 0495 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 12,684.00 | 12,684.000 | 15,057.620 | 15,057.620 | 72.00 | 1,084,148.64 | |||
| 0500 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 1,844.00 | 1,844.000 | 1,149.000 | 1,149.000 | 0.72 | 827.28 | |||
| 0505 | INTELLIGENT COMPACTION FOR ASPHALT (REVISED: 8-19-20) | 24781EC | TON | 14,903.00 | 14,903.000 | 7,916.040 | 7,916.040 | 0.10 | 791.60 | |||
| 0510 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 13,593.00 | 13,593.000 | 15,746.070 | 15,746.070 | 8.00 | 125,968.56 | |||
| 0515 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 142,380.00 | 142,380.000 | 453,650.000 | 453,650.000 | 0.01 | 4,536.50 | |||
| 0520 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 5.00 | 5.000 | 4.860 | 4.860 | 500.00 | 2,430.00 | |||
| 8000 | LIQUIDATED DAMAGES Lane Closure Out of Time | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8005 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8010 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | 4,720.000 | -16,290.000 | -11,570.000 | 1.00 | 4,720.00 | -11,570.00 | |
| 8050 | NON-SPEC MATERIAL PG 76-22 Binder Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8053 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 4,254.440 | 4,254.440 | 1.00 | 4,254.44 | |||
| Project | DE047031W2025 | Fed/State Project Number | HSIP 0311(040) | Category | 0002 ROADWAY | |||||||
| 0525 | STANDARD CURB AND GUTTER | 01810 | LF | 1,357.00 | 1,357.000 | 1,375.500 | 1,375.500 | 22.95 | 31,567.72 | |||
| 0530 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 271.00 | 271.000 | 273.000 | 273.000 | 16.25 | 4,436.25 | |||
| 0535 | LIP CURB AND GUTTER | 01820 | LF | 57.00 | 57.000 | 57.000 | 57.000 | 28.00 | 1,596.00 | |||
| 0540 | STANDARD HEADER CURB | 01875 | LF | 203.00 | 203.000 | 229.500 | 229.500 | 26.05 | 5,978.47 | |||
| 0545 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 241.00 | 241.000 | 210.500 | 210.500 | 20.05 | 4,220.52 | |||
| 0550 | REMOVE CURB | 01904 | LF | 448.00 | 448.000 | 431.200 | 431.200 | 8.00 | 3,449.60 | |||
| 0555 | STANDARD BARRIER MEDIAN TYPE 2 (REVISED: 8-19-20) | 01917 | SQYD | 587.00 | 587.000 | 125.600 | 125.600 | 73.05 | 9,175.08 | |||
| 0560 | STANDARD BARRIER MEDIAN TYPE 4 (REVISED: 8-19-20) | 01921 | SQYD | 4,756.00 | 4,756.000 | 5,115.350 | 5,115.350 | 57.05 | 291,830.71 | |||
| 0565 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 10.00 | 110.00 | |||
| 0570 | BARRICADE-TYPE III | 02014 | EACH | 208.00 | 208.000 | 179.000 | 179.000 | 100.00 | 17,900.00 | |||
| 0575 | REMOVE PAVEMENT | 02091 | SQYD | 2,241.00 | 2,241.000 | 3,528.970 | 3,528.970 | 15.00 | 52,934.55 | |||
| 0580 | TEMP DITCH | 02159 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0585 | CLEAN TEMP DITCH | 02160 | LF | 425.00 | 425.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0590 | ROADWAY EXCAVATION (REVISED: 8-19-20) | 02200 | CUYD | 4,483.00 | 5,033.730 | 5,260.030 | 5,260.030 | 45.00 | 236,701.35 | |||
| 0595 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 19.00 | 19.000 | 19.000 | 19.000 | 100.00 | 1,900.00 | |||
| 0600 | GRANULAR EMBANKMENT | 02223 | CUYD | 9.00 | 19.590 | 19.590 | 19.590 | 100.00 | 1,959.00 | |||
| 0605 | DITCHING | 02237 | LF | 500.00 | 500.000 | 161.000 | 161.000 | 10.00 | 1,610.00 | |||
| 0610 | WATER | 02242 | MGAL | 262.00 | 262.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0615 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 512.50 | 512.500 | 528.670 | 528.670 | 17.45 | 9,225.29 | |||
| 0620 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 0625 | REMOVE GUARDRAIL | 02381 | LF | 201.00 | 201.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0630 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 0635 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0640 | WITNESS POST | 02432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0645 | CHANNEL LINING CLASS II | 02483 | TON | 167.00 | 167.000 | 216.090 | 216.090 | 30.00 | 6,482.70 | |||
| 0650 | CLEARING AND GRUBBING 4.0 ACRES-4-9008.50 | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0655 | CONCRETE-CLASS B | 02555 | CUYD | 9.30 | 9.300 | 9.300 | 9.300 | 700.00 | 6,510.00 | |||
| 0660 | TEMPORARY SIGNS | 02562 | SQFT | 1,950.00 | 1,950.000 | 1,369.000 | 1,369.000 | 4.00 | 5,476.00 | |||
| 0665 | PROJECT CPM SCHEDULE 4-9008.50 | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0670 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 3,452.00 | 3,452.000 | 3,188.506 | 3,188.506 | 2.00 | 6,377.01 | |||
| 0675 | HANDRAIL-TYPE A-1 | 02611 | LF | 52.00 | 52.000 | 44.000 | 44.000 | 125.00 | 5,500.00 | |||
| 0680 | MAINTAIN & CONTROL TRAFFIC 4-9008.50 | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 245,000.00 | 220,500.00 | |||
| 0685 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 10,000.00 | 60,000.00 | |||
| 0690 | SHOULDER RUMBLE STRIPS | 02696 | LF | 325.00 | 325.000 | 100.000 | 100.000 | 3.00 | 300.00 | |||
| 0695 | TEMP SILT FENCE | 02701 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0700 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0705 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 125.00 | 500.00 | |||
| 0710 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
| 0715 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0720 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0725 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0730 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 818.00 | 818.000 | 815.740 | 815.740 | 49.95 | 40,746.21 | |||
| 0735 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 6.00 | 23.930 | 26.600 | 26.600 | 75.00 | 1,995.00 | |||
| 0740 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 0745 | CLEAN PIPE STRUCTURE | 03262 | EACH | 19.00 | 19.000 | 12.000 | 12.000 | 450.00 | 5,400.00 | |||
| 0750 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 16.00 | 16.000 | 12.000 | 12.000 | 958.00 | 11,496.00 | |||
| 0755 | TRENCHING AND BACKFILLING | 04820 | LF | 990.00 | 990.000 | 200.000 | 200.000 | 5.95 | 1,190.00 | |||
| 0760 | CABLE-NO. 14/5C | 04844 | LF | 1,400.00 | 5,764.000 | 5,394.000 | 5,394.000 | 3.99 | 21,522.06 | |||
| 0765 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 113.00 | 222.000 | 189.000 | 189.000 | 295.00 | 55,755.00 | |||
| 0770 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 50.00 | 50.000 | 49.440 | 49.440 | 200.00 | 9,888.00 | |||
| 0775 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,215.00 | 1,215.000 | 3,845.980 | 3,845.980 | 2.10 | 8,076.55 | |||
| 0780 | TEMP MULCH | 05952 | SQYD | 5,250.00 | 5,250.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0785 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,900.00 | 3,900.000 | 568.000 | 568.000 | 0.32 | 181.76 | |||
| 0790 | INITIAL FERTILIZER | 05963 | TON | 0.23 | 0.230 | 0.150 | 0.150 | 950.00 | 142.50 | |||
| 0795 | MAINTENANCE FERTILIZER | 05964 | TON | 0.38 | 0.380 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0800 | SEEDING AND PROTECTION | 05985 | SQYD | 7,300.00 | 7,300.000 | 3,128.880 | 3,128.880 | 0.63 | 1,971.19 | |||
| 0805 | AGRICULTURAL LIMESTONE | 05992 | TON | 4.50 | 4.500 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0810 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 321,000.00 | 415,000.000 | 366,731.010 | 366,731.010 | 0.22 | 80,680.82 | |||
| 0815 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,797.00 | 3,797.000 | 929.000 | 929.000 | 0.24 | 222.96 | |||
| 0820 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 82,000.00 | 82,000.000 | 24,078.000 | 24,078.000 | 0.45 | 10,835.10 | |||
| 0825 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 2.60 | 0.00 | |||
| 0830 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 10,911.00 | 10,911.000 | 4,700.000 | 4,700.000 | 2.00 | 9,400.00 | |||
| 0835 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,274.00 | 7,274.000 | 10,280.000 | 10,280.000 | 1.65 | 16,962.00 | |||
| 0840 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,637.00 | 10,280.000 | 10,280.000 | 10,280.000 | 1.65 | 16,962.00 | |||
| 0845 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 937.00 | 937.000 | 937.000 | 937.000 | 3.25 | 3,045.25 | |||
| 0850 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 591.00 | 591.000 | 588.000 | 588.000 | 11.00 | 6,468.00 | |||
| 0855 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,029.00 | 2,029.000 | 1,993.000 | 1,993.000 | 3.50 | 6,975.50 | |||
| 0860 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 125.00 | 125.00 | |||
| 0865 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 110.00 | 4,840.00 | |||
| 0870 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 200.00 | 8,600.00 | |||
| 0875 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0880 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 1,499.00 | 1,499.000 | 1,048.000 | 1,048.000 | 4.00 | 4,192.00 | |||
| 0885 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 15.00 | 21.000 | 17.000 | 17.000 | 294.00 | 4,998.00 | |||
| 0890 | MILLED RUMBLE STRIPS | 20314ED | LF | 190.00 | 190.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0895 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 160.00 | 160.000 | 59.000 | 59.000 | 50.00 | 2,950.00 | |||
| 0900 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 53.00 | 53.000 | 24.000 | 24.000 | 25.00 | 600.00 | |||
| 0905 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 10,623.00 | 10,623.000 | 6,793.800 | 6,793.800 | 3.00 | 20,381.40 | |||
| 0910 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 268.00 | 268.000 | 199.400 | 199.400 | 20.00 | 3,988.00 | |||
| 0915 | INSTALL PEDESTAL POST | 23235EC | EACH | 9.00 | 11.000 | 11.000 | 11.000 | 2,200.00 | 24,200.00 | |||
| 0920 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0925 | PIPE REPAIR | 23956EC | EACH | 19.00 | 19.000 | 8.000 | 8.000 | 3,500.00 | 28,000.00 | |||
| 0930 | INLAID PAVEMENT MARKER | 24489EC | EACH | 414.00 | 499.000 | 361.000 | 361.000 | 22.00 | 7,942.00 | |||
| 0935 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 2,561.00 | 2,561.000 | 2,416.000 | 2,416.000 | 2.75 | 6,644.00 | |||
| 0940 | LANE SEPARATOR CURB | 24768EC | LF | 4,500.00 | 4,500.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0945 | SIDEWALK FLUME 4-9008 | 24810ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,300.00 | 4,300.00 | |||
| 0950 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 1,980.00 | 1,980.000 | 224.000 | 224.000 | 7.40 | 1,657.60 | |||
| 0955 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 2.500 | 2.500 | 8,449.00 | 21,122.50 | |||
| 0960 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 22,697.00 | 22,697.000 | 22,697.000 | 22,697.000 | 0.75 | 17,022.75 | |||
| 0965 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 11,738.00 | 11,738.000 | 11,738.000 | 11,738.000 | 0.75 | 8,803.50 | |||
| 8001 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8011 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE047031W2025 | Fed/State Project Number | HSIP 0311(040) | Category | 0003 DRAINAGE | |||||||
| 0970 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 581.50 | 651.600 | 318.190 | 318.190 | 45.00 | 14,318.55 | |||
| 0975 | STORM SEWER PIPE-12 IN | 00520 | LF | 195.00 | 195.000 | 203.000 | 203.000 | 150.00 | 30,450.00 | |||
| 0980 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,416.00 | 1,416.000 | 1,580.420 | 1,580.420 | 60.00 | 94,825.20 | |||
| 0985 | STORM SEWER PIPE-18 IN | 00522 | LF | 987.00 | 987.000 | 1,135.500 | 1,135.500 | 60.00 | 68,130.00 | |||
| 0990 | STORM SEWER PIPE-24 IN | 00524 | LF | 142.00 | 142.000 | 120.000 | 120.000 | 90.00 | 10,800.00 | |||
| 0995 | STORM SEWER PIPE-18 IN EQUIV | 00552 | LF | 4.00 | 82.670 | 86.670 | 86.670 | 320.00 | 27,734.40 | |||
| 1000 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 160.00 | 160.000 | 200.000 | 200.000 | 180.00 | 36,000.00 | |||
| 1005 | PERFORATED PIPE-4 IN | 01000 | LF | 7,322.00 | 8,247.000 | 7,730.000 | 7,730.000 | 6.50 | 50,245.00 | |||
| 1010 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 197.00 | 197.000 | 183.000 | 183.000 | 15.00 | 2,745.00 | |||
| 1015 | INSPECT & CERTIFY EDGE DRAIN SYSTEM 4-9008.50 | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1020 | REMOVE PIPE | 01310 | LF | 185.00 | 185.000 | 220.000 | 220.000 | 20.00 | 4,400.00 | |||
| 1025 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 1030 | CURB BOX INLET TYPE A | 01456 | EACH | 32.00 | 32.000 | 29.000 | 29.000 | 6,000.00 | 174,000.00 | |||
| 1035 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 1040 | CURB BOX INLET TYPE F | 01487 | EACH | 13.00 | 13.000 | 16.000 | 16.000 | 4,000.00 | 64,000.00 | |||
| 1045 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 5,800.00 | 29,000.00 | |||
| 1050 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,800.00 | 5,800.00 | |||
| 1055 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 1060 | DROP BOX INLET TYPE 16G | 01581 | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 4,000.00 | 24,000.00 | |||
| 1065 | DROP BOX INLET TYPE 16GT | 01586 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 2,200.00 | 15,400.00 | |||
| 1070 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1075 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 285.00 | 2,850.00 | |||
| 1080 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 1085 | ADJUST MANHOLE | 01792 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 1090 | VALLEY GUTTER | 01895 | LF | 240.00 | 240.000 | 289.000 | 289.000 | 65.00 | 18,785.00 | |||
| 1095 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 3,342.00 | 3,342.000 | 4,520.470 | 4,520.470 | 3.00 | 13,561.41 | |||
| 1100 | SAFELOADING | 02690 | CUYD | 23.90 | 23.900 | 21.500 | 21.500 | 200.00 | 4,300.00 | |||
| 1105 | PVC PIPE-6 IN | 03385 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1110 | CAP BOX INLET | 20098NC | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,000.00 | 9,000.00 | |||
| 1115 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 650.00 | 2,600.00 | |||
| 1120 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 650.00 | 9,100.00 | |||
| 1125 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| Project | DE047031W2025 | Fed/State Project Number | HSIP 0311(040) | Category | 0004 UTILITY | |||||||
| 1130 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1135 | G VALVE BOX ADJUST | 16064 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 1140 | G LINE MARKER INST | 16565 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | DE047031W2025 | Fed/State Project Number | HSIP 0311(040) | Category | 0005 DEMOBILIZATION | |||||||
| 1145 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 62,465.94 | 0.00 | |||
| SUBTOT | $4,720.00 |
$5,620,174.66 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1000-1-0I |
PIPE, CMP 1.63 MM | LF |
100.00 | 0019 | $69.790000 | $6,979.00 | ||||||
0980-1-0I |
PIPE, CMP 1.63 MM | LF |
260.00 | 0028 | $9.300000 | $2,418.00 | ||||||
0980-1-0A |
PIPE, CMP 1.63 MM | LF |
5.00 | 0028 | $9.300000 | $-46.50 | ||||||
0980-1-0A |
PIPE, CMP 1.63 MM | LF |
15.00 | 0029 | $9.300000 | $-139.50 | ||||||
1000-1-0A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0030 | $69.790000 | $-1,395.80 | ||||||
0980-1-0A |
PIPE, CMP 1.63 MM | LF |
19.00 | 0037 | $9.300000 | $-176.70 | ||||||
0980-1-0A |
PIPE, CMP 1.63 MM | LF |
91.00 | 0038 | $9.300000 | $-846.30 | ||||||
0980-1-0A |
PIPE, CMP 1.63 MM | LF |
8.50 | 0040 | $9.300000 | $-79.05 | ||||||
0980-1-0A |
PIPE, CMP 1.63 MM | LF |
121.50 | 0044 | $9.300000 | $-1,129.95 | ||||||
1000-1-0A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0044 | $69.790000 | $-1,395.80 | ||||||
1000-1-0A |
PIPE, CMP 1.63 MM | LF |
40.00 | 0045 | $69.790000 | $-2,791.60 | ||||||
1000-1-0A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0046 | $69.790000 | $-1,395.80 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE047031W2026 | Fed/State Project Number | NHPP 0311(046) | 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 | |
| 1150 | DGA BASE | 00001 | TON | 1,719.00 | 1,719.000 | 339.500 | 339.500 | 25.00 | 8,487.50 | |||
| 1155 | CRUSHED STONE BASE (REVISED: 8-19-20) | 00003 | TON | 14,808.00 | 18,508.000 | 19,999.180 | 19,999.180 | 18.00 | 359,985.24 | |||
| 1160 | ASPHALT SEAL AGGREGATE | 00100 | TON | 66.00 | 66.000 | 25.300 | 25.300 | 110.00 | 2,783.00 | |||
| 1165 | ASPHALT SEAL COAT | 00103 | TON | 8.00 | 8.000 | 1.110 | 1.110 | 8,205.00 | 9,107.55 | |||
| 1170 | LEVELING & WEDGING PG76-22 | 00194 | TON | 8,405.00 | 8,405.000 | 4,773.260 | 4,773.260 | 78.00 | 372,314.28 | |||
| 1175 | CL3 ASPH BASE 1.00D PG64-22 (REVISED: 8-19-20) | 00214 | TON | 11,497.00 | 13,897.000 | 14,614.020 | 14,614.020 | 64.00 | 935,297.28 | |||
| 1180 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 37,422.00 | 37,422.000 | 34,612.720 | 34,612.720 | 62.00 | 2,145,988.64 | |||
| 1185 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 1,909.00 | 1,909.000 | 2,439.430 | 2,439.430 | 72.00 | 175,638.96 | |||
| 1190 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,500.00 | 1,500.000 | 1,340.440 | 1,340.440 | 95.00 | 127,341.80 | |||
| 1195 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 331.00 | 331.000 | 654.150 | 654.150 | 63.75 | 41,702.06 | |||
| 1200 | INTELLIGENT COMPACTION FOR AGGREGATE (REVISED: 8-19-20) | 24780EC | TON | 14,808.00 | 14,808.000 | 10,478.260 | 10,478.260 | 0.72 | 7,544.34 | |||
| 1205 | INTELLIGENT COMPACTION FOR ASPHALT (REVISED: 8-19-20) | 24781EC | TON | 59,233.00 | 59,233.000 | 38,885.260 | 38,885.260 | 0.10 | 3,888.52 | |||
| 1210 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 39,331.00 | 39,331.000 | 37,052.150 | 37,052.150 | 8.00 | 296,417.20 | |||
| 1215 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 3,554,874.00 | 3,554,874.000 | 2,167,129.500 | 2,167,129.500 | 0.01 | 21,671.29 | |||
| 1220 | ASPHALT MATERIAL FOR TACK NON-TRACKING (REVISED: 8-19-20) | 24970EC | TON | 101.00 | 169.000 | 186.760 | 186.760 | 500.00 | 93,380.00 | |||
| 1680 | GEOCOMPOSITE REINFORCEMENT FOR ASPHALT (ADDED: 8-19-20) | 25010EC | SQYD | 10,453.00 | 10,453.000 | 6,487.450 | 6,487.450 | 5.50 | 35,680.97 | |||
| 8001 | LIQUIDATED DAMAGES Lane Closure Out of Time | 10111NS | DOLL | 0.00 | 0.001 | -31,500.000 | -31,500.000 | 1.00 | -31,500.00 | |||
| 8006 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -34,932.610 | -34,932.610 | 1.00 | -34,932.61 | |||
| 8051 | NON-SPEC MATERIAL PG 76-22 Binder Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8054 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 24,084.840 | 24,084.840 | 1.00 | 24,084.84 | |||
| Project | DE047031W2026 | Fed/State Project Number | NHPP 0311(046) | Category | 0002 ROADWAY | |||||||
| 1225 | STANDARD CURB AND GUTTER | 01810 | LF | 1,642.00 | 1,642.000 | 1,641.500 | 1,641.500 | 22.95 | 37,672.42 | |||
| 1230 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,542.00 | 1,542.000 | 1,469.000 | 1,469.000 | 16.25 | 23,871.25 | |||
| 1235 | REMOVE CURB AND GUTTER | 01812 | LF | 202.00 | 202.000 | 272.100 | 272.100 | 10.00 | 2,721.00 | |||
| 1240 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 2,424.00 | 2,424.000 | 2,415.100 | 2,415.100 | 57.05 | 137,781.45 | |||
| 1245 | REMOVE PAVEMENT | 02091 | SQYD | 176.00 | 176.000 | 619.550 | 619.550 | 15.00 | 9,293.25 | |||
| 1250 | TEMP DITCH | 02159 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1255 | CLEAN TEMP DITCH | 02160 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1260 | ROADWAY EXCAVATION (REVISED: 8-19-20) | 02200 | CUYD | 12,825.00 | 15,725.520 | 15,725.520 | 15,725.520 | 45.00 | 707,648.40 | |||
| 1265 | DITCHING | 02237 | LF | 500.00 | 500.000 | 46.000 | 46.000 | 10.00 | 460.00 | |||
| 1270 | EDGE KEY | 02585 | LF | 7,400.00 | 7,400.000 | 3,928.000 | 3,928.000 | 4.00 | 15,712.00 | |||
| 1275 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 881.00 | 881.000 | 1,514.250 | 1,514.250 | 2.00 | 3,028.50 | |||
| 1280 | MOBILIZATION FOR MILL & TEXT 4-20011 | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1285 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 37,629.00 | 37,629.000 | 28,366.020 | 28,366.020 | 6.25 | 177,287.62 | |||
| 1290 | TEMP SILT FENCE | 02701 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1295 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1300 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1305 | SILT TRAP TYPE C | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1310 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1315 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1320 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1325 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,439.00 | 1,439.000 | 1,449.120 | 1,449.120 | 49.95 | 72,383.54 | |||
| 1330 | CLEAN PIPE STRUCTURE | 03262 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | |||
| 1335 | EROSION CONTROL BLANKET | 05950 | SQYD | 427.00 | 427.000 | 472.430 | 472.430 | 2.10 | 992.10 | |||
| 1340 | TEMP MULCH | 05952 | SQYD | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 1345 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 1350 | INITIAL FERTILIZER | 05963 | TON | 0.06 | 0.060 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 1355 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 1360 | SEEDING AND PROTECTION | 05985 | SQYD | 1,900.00 | 1,900.000 | 2,986.910 | 2,986.910 | 0.63 | 1,881.75 | |||
| 1365 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.20 | 1.200 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 1370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 399.00 | 399.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 1375 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 41,000.00 | 41,000.000 | 14,380.000 | 14,380.000 | 0.45 | 6,471.00 | |||
| 1380 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 3,990.00 | 3,990.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1385 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,660.00 | 2,660.000 | 264.000 | 264.000 | 1.65 | 435.60 | |||
| 1390 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,330.00 | 1,330.000 | 121.000 | 121.000 | 1.65 | 199.65 | |||
| 1395 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 149.00 | 149.000 | 670.000 | 670.000 | 3.25 | 2,177.50 | |||
| 1400 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 162.00 | 162.000 | 107.000 | 107.000 | 11.00 | 1,177.00 | |||
| 1405 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 253.00 | 253.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 1410 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1415 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 21.000 | 21.000 | 110.00 | 2,310.00 | |||
| 1420 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 8.00 | 8.000 | 23.000 | 23.000 | 200.00 | 4,600.00 | |||
| 1425 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 1430 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 529.00 | 529.000 | 355.500 | 355.500 | 4.00 | 1,422.00 | |||
| 1435 | FUEL ADJUSTMENT | 10020NS | DOLL | 119,212.00 | 119,212.000 | 304,406.460 | 304,406.460 | 1.00 | 304,406.46 | |||
| 1440 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 278,137.00 | 278,137.000 | 541,808.320 | 541,808.320 | 1.00 | 541,808.32 | |||
| 1445 | SAWCUT PAVEMENT (REVISED: 8-19-20) | 20550ND | LF | 40,803.00 | 42,181.000 | 35,767.000 | 35,767.000 | 5.35 | 191,353.45 | |||
| 1450 | LONGITUDINAL EDGE KEY | 21289ED | LF | 32,000.00 | 32,000.000 | 1,730.000 | 1,730.000 | 1.15 | 1,989.50 | |||
| 1455 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 12.00 | 12.000 | 12.000 | 12.000 | 25.00 | 300.00 | |||
| 1460 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,688.00 | 3,688.000 | 1,985.300 | 1,985.300 | 3.00 | 5,955.90 | |||
| 1465 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 117.00 | 117.000 | 134.960 | 134.960 | 20.00 | 2,699.20 | |||
| 1470 | PIPE REPAIR | 23956EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1475 | ISLAND CURB AND GUTTER(MODIFIED) | 24261EC | LF | 86.00 | 86.000 | 88.000 | 88.000 | 27.00 | 2,376.00 | |||
| 1480 | INLAID PAVEMENT MARKER | 24489EC | EACH | 170.00 | 217.000 | 70.000 | 70.000 | 22.00 | 1,540.00 | |||
| 1485 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,723.00 | 1,723.000 | 3,340.000 | 3,340.000 | 2.75 | 9,185.00 | |||
| 1490 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 9,383.00 | 9,383.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 1495 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 5,196.00 | 5,196.000 | 5,858.000 | 5,858.000 | 0.75 | 4,393.50 | |||
| 8002 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -76,000.000 | -76,000.000 | 1.00 | -76,000.00 | |||
| 8013 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 800.000 | 816.510 | 816.510 | 25.00 | 20,412.75 | |||
| 8014 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 500.000 | 576.220 | 576.220 | 2.00 | 1,152.44 | |||
| 8015 | CONCRETE CAP concrete cap over oil line | 02556 | CUYD | 0.00 | 35.560 | 35.560 | 35.560 | 176.10 | 6,262.11 | |||
| 8016 | MAINTAIN & CONTROL TRAFFIC phase 2 contract extension | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,536.79 | 24,536.79 | |||
| Project | DE047031W2026 | Fed/State Project Number | NHPP 0311(046) | Category | 0003 DRAINAGE | |||||||
| 1500 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 291.00 | 291.000 | 172.130 | 172.130 | 45.00 | 7,745.85 | |||
| 1505 | STORM SEWER PIPE-12 IN | 00520 | LF | 24.00 | 24.000 | 28.000 | 28.000 | 150.00 | 4,200.00 | |||
| 1510 | STORM SEWER PIPE-15 IN | 00521 | LF | 637.00 | 637.000 | 642.750 | 642.750 | 60.00 | 38,565.00 | |||
| 1515 | STORM SEWER PIPE-18 IN | 00522 | LF | 24.00 | 24.000 | 12.830 | 12.830 | 60.00 | 769.80 | |||
| 1520 | STORM SEWER PIPE-24 IN | 00524 | LF | 4.00 | 4.000 | 6.000 | 6.000 | 90.00 | 540.00 | |||
| 1525 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 180.00 | 21,600.00 | |||
| 1530 | PERFORATED PIPE-4 IN | 01000 | LF | 3,856.00 | 3,856.000 | 3,782.500 | 3,782.500 | 6.50 | 24,586.25 | |||
| 1535 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 97.00 | 97.000 | 2.000 | 2.000 | 15.00 | 30.00 | |||
| 1540 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8.00 | 8.00 | |||
| 1545 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 1550 | CURB BOX INLET TYPE A | 01456 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 6,000.00 | 60,000.00 | |||
| 1555 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 1560 | CURB BOX INLET TYPE F | 01487 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 1565 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,800.00 | 5,800.00 | |||
| 1570 | DROP BOX INLET TYPE 16G | 01581 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1575 | DROP BOX INLET TYPE 16GT | 01586 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | |||
| 1580 | REMOVE INLET | 01718 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 1585 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 285.00 | 1,710.00 | |||
| 1590 | VALLEY GUTTER | 01895 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 65.00 | 11,700.00 | |||
| 1595 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 1,758.00 | 1,758.000 | 1,545.250 | 1,545.250 | 3.00 | 4,635.75 | |||
| 1600 | CAP BOX INLET | 20098NC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 1605 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 650.00 | 3,250.00 | |||
| 1610 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| Project | DE047031W2026 | Fed/State Project Number | NHPP 0311(046) | Category | 0004 UTILITY | |||||||
| 1615 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| Project | DE047031W2026 | Fed/State Project Number | NHPP 0311(046) | Category | 0005 TRAFFIC LOOPS | |||||||
| 1620 | CONDUIT-1 1/4 IN | 04793 | LF | 140.00 | 140.000 | 150.000 | 150.000 | 18.90 | 2,835.00 | |||
| 1625 | CONDUIT-2 IN | 04795 | LF | 55.00 | 55.000 | 30.000 | 30.000 | 28.00 | 840.00 | |||
| 1630 | TRENCHING AND BACKFILLING | 04820 | LF | 180.00 | 180.000 | 90.000 | 90.000 | 6.30 | 567.00 | |||
| 1635 | PIEZOELECTRIC SENSOR | 04829 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 2,200.00 | 28,600.00 | |||
| 1640 | LOOP WIRE | 04830 | LF | 6,450.00 | 6,450.000 | 5,720.000 | 5,720.000 | 1.00 | 5,720.00 | |||
| 1645 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,440.00 | 1,440.000 | 1,105.000 | 1,105.000 | 9.73 | 10,751.65 | |||
| 1650 | GALVANIZED STEEL CABINET | 20359NN | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 990.00 | 2,970.00 | |||
| 1655 | WOOD POST | 20360ES818 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 468.00 | 2,808.00 | |||
| 1660 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,330.00 | 3,990.00 | |||
| 1665 | ELECTRICAL JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 777.00 | 0.00 | |||
| Project | DE047031W2026 | Fed/State Project Number | NHPP 0311(046) | Category | 0006 MOBILIZATION & DEMOBILIZATION | |||||||
| 1670 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 615,000.00 | 615,000.00 | |||
| 1675 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 62,465.93 | 0.00 | |||
| SUBTOT | $0.00 |
$13,396,075.33 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1525-1-0I |
PIPE, CMP 1.63 MM | LF |
120.00 | 0019 | $69.790000 | $8,374.80 | ||||||
1510-1-0I |
PIPE, CMP 1.63 MM | LF |
620.00 | 0028 | $9.300000 | $5,766.00 | ||||||
1510-1-0A |
PIPE, CMP 1.63 MM | LF |
14.00 | 0039 | $9.300000 | $-130.20 | ||||||
1510-1-0A |
PIPE, CMP 1.63 MM | LF |
70.00 | 0042 | $9.300000 | $-651.00 | ||||||
1510-1-0A |
PIPE, CMP 1.63 MM | LF |
536.00 | 0044 | $9.300000 | $-4,984.80 | ||||||
1525-1-0A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0044 | $69.790000 | $-1,395.80 | ||||||
1525-1-0A |
PIPE, CMP 1.63 MM | LF |
100.00 | 0045 | $69.790000 | $-6,979.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||