|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:08/17/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221351 | Estimate Number | 0030 | Estimate Type FINAL | |||
| 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 | 07/13/2024 TO 07/29/2026 | ||||||
| Date Approved | 08/16/2026 | ||||||
| Primary Proj Number | DE047031W2207 | ||||||
| Project No. | HSIP 7872 (009), HSIP 7861 (001), HSIP 7873 (001), HSIP 7873 (002), HSIP 9010 (441), HSIP 9010 (442), HSIP 9010 (440) | ||||||
| Primary County | HARDIN | ||||||
| Name of Road | VARIOUS ROUTES IN HARDIN COUNTY | ||||||
| Description | CONSTRUCT MINI ROUNDABOUT | ||||||
| Date Let | 10/20/2022 | Formal Acceptance | 06/30/2024 | ||||
| Date Awarded | 11/01/2022 | Date Work Began | 02/10/2023 | ||||
| Date Contract Executed | 11/29/2022 | Open To Traffic | 01/11/2024 | ||||
| Date NTP Issued | 11/29/2022 | Actual Completion Date | 01/11/2024 | ||||
| Current Contract Amount | $5,532,901.70 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,998,000.00 |
Total Earnings | $5,382,387.08 |
$5,289,759.43 |
$92,627.65 |
|
| Percent Complete | 97.28 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $150,514.62 |
Gross Earnings | $5,382,387.08 |
$5,289,759.43 |
$92,627.65 |
|
| Total Change Orders | $534,901.70 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,382,387.08 |
$5,289,759.43 |
$92,627.65 |
|||
| Contract Id | 221351 | Change Order Summary |
County | HARDIN | ||||||
| Estimate Nbr | 0030 | Project Number | HSIP 7872 (009), HSIP 7861 (001), HSIP 7873 (001), HSIP 7873 (002), HSIP 9010 (441), HSIP 9010 (442), HSIP 9010 (440) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 07/13/2024 TO 07/29/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Tracking Tack to SS-1H | Approved | 07/28/2023 | $988.00 | 0.0 | |||||
| 002 | Dolphin/Josale Roadway Ex & DGA | Approved | 07/06/2023 | $29,436.65 | 0.0 | |||||
| 003 | Woodland/Layman Roadway Ex & DGA | Approved | 07/07/2023 | $9,374.60 | 0.0 | |||||
| 004 | Non Spec Material Override | Approved | 06/01/2023 | $0.01 | 0.0 | |||||
| 005 | KY 251/Pear Orchard Roadway Ex and DGA | Approved | 07/18/2023 | $120,260.70 | 0.0 | |||||
| 006 | Commerce/Executive Roadway Ex and DGA | Approved | 08/30/2023 | $84,825.05 | 0.0 | |||||
| 007 | KY 251/Panther Roadway Ex and DGA | Approved | 09/05/2023 | $41,835.70 | 0.0 | |||||
| 008 | KY 251/Beech Roadway Ex | Approved | 09/06/2023 | $7,395.65 | 0.0 | |||||
| 009 | Non Spec Material Override | Approved | 10/23/2023 | $0.00 | 0.0 | |||||
| 010 | Non Tracking Tack to SS-1H #2 | Approved | 02/09/2024 | $182.00 | 0.0 | |||||
| 011 | US 31W and 1136 Roundabout | Approved | 04/10/2024 | $131,434.08 | 0.0 | |||||
| 012 | Lot Pay Adjustment OVERRIDE | Approved | 01/26/2024 | $0.01 | 0.0 | |||||
| 013 | US 31W Bypass Drainage and Curb | Approved | 09/20/2024 | $111,514.25 | 0.0 | |||||
| 014 | Failure to Fulfill DBE Requirement | Approved | 07/17/2026 | $-2,345.00 | 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 | 221351 | COMMONWEALTH OF KENTUCKY |
County | HARDIN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE047031W2207 | |||||||
| Estimate Nbr | 0030 | Period | 07/13/2024 TO 07/29/2026 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE04702512232 | Fed/State Project Number | HSIP 7872 (009) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0420 | DGA BASE | 00001 | TON | 1,000.00 | 1,542.460 | 1,415.920 | 1,415.920 | 90.00 | 127,432.80 | |||
| 0425 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 40.00 | 40.000 | 50.090 | 50.090 | 170.00 | 8,515.30 | |||
| 0430 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,382.00 | 3,382.000 | 3,466.300 | 3,466.300 | 115.00 | 398,624.50 | |||
| 0435 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0440 | STANDARD CURB AND GUTTER | 01810 | LF | 1,561.00 | 1,561.000 | 1,940.000 | 1,940.000 | 56.95 | 110,483.00 | |||
| 0445 | LIP HEADER CURB | 01885 | LF | 3,273.00 | 3,273.000 | 3,203.000 | 3,203.000 | 33.59 | 107,588.77 | |||
| 0450 | REMOVE CURB | 01904 | LF | 179.00 | 179.000 | 179.000 | 179.000 | 35.00 | 6,265.00 | |||
| 0455 | BARRICADE-TYPE III | 02014 | EACH | 15.00 | 15.000 | 16.000 | 16.000 | 159.00 | 2,544.00 | |||
| 0460 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 1,694.00 | 1,694.000 | 1,883.760 | 1,883.760 | 120.13 | 226,296.08 | |||
| 0465 | ROADWAY EXCAVATION | 02200 | CUYD | 500.00 | 1,549.310 | 1,806.410 | 1,806.410 | 115.00 | 207,737.15 | |||
| 0470 | CLEARING AND GRUBBING (0.1 ACRE 4-9016.00) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0475 | CONCRETE-CLASS B | 02555 | CUYD | 200.00 | 200.000 | 93.550 | 93.550 | 475.00 | 44,436.25 | |||
| 0480 | TEMPORARY SIGNS | 02562 | SQFT | 263.00 | 263.000 | 891.250 | 891.250 | 12.72 | 11,336.70 | |||
| 0485 | MAINTAIN & CONTROL TRAFFIC (4-9016.00) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0490 | MOBILIZATION FOR MILL & TEXT (4-9016.00) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0495 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,382.00 | 3,382.000 | 2,374.320 | 2,374.320 | 12.91 | 30,652.47 | |||
| 0500 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 859.00 | 859.000 | 955.750 | 955.750 | 60.80 | 58,109.60 | |||
| 0505 | STAKING (4-9016.00) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0510 | ADJUST WATER VALVE | 03425 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0515 | EROSION CONTROL BLANKET | 05950 | SQYD | 500.00 | 500.000 | 152.890 | 152.890 | 2.97 | 454.08 | |||
| 0520 | INITIAL FERTILIZER | 05963 | TON | 0.80 | 0.800 | 0.800 | 0.800 | 1,500.00 | 1,200.00 | |||
| 0525 | MAINTENANCE FERTILIZER | 05964 | TON | 0.80 | 0.800 | 0.800 | 0.800 | 1,500.00 | 1,200.00 | |||
| 0530 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.20 | 1.200 | 1.200 | 1.200 | 109.13 | 130.95 | |||
| 0535 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 697.00 | 697.000 | 615.670 | 615.670 | 41.37 | 25,470.26 | |||
| 0540 | STEEL POST TYPE 1 | 06410 | LF | 1,050.00 | 1,050.000 | 918.200 | 918.200 | 27.62 | 25,360.68 | |||
| 0545 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 33,884.00 | 33,884.000 | 35,389.000 | 35,389.000 | 0.31 | 10,970.59 | |||
| 0550 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 178.00 | 178.000 | 191.000 | 191.000 | 5.00 | 955.00 | |||
| 0555 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 2,156.00 | 2,156.000 | 2,660.000 | 2,660.000 | 4.75 | 12,635.00 | |||
| 0560 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 4,584.00 | 4,584.000 | 2,159.000 | 2,159.000 | 3.00 | 6,477.00 | |||
| 0565 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 22.00 | 22.000 | 23.000 | 23.000 | 130.00 | 2,990.00 | |||
| 0570 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 0575 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,327.00 | 5,327.000 | -3,181.370 | -3,181.370 | 1.00 | -3,181.37 | |||
| 0580 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 13,379.00 | 13,379.000 | -19,445.610 | -19,445.610 | 1.00 | -19,445.61 | |||
| 0585 | SAWCUT PAVEMENT | 20550ND | LF | 6,000.00 | 6,000.000 | 5,630.630 | 5,630.630 | 3.50 | 19,707.20 | |||
| 0590 | EROSION CONTROL (4-9016.00) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0595 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 554.00 | 554.000 | 530.540 | 530.540 | 39.21 | 20,802.47 | |||
| 0600 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 141.00 | 141.000 | 84.000 | 84.000 | 230.00 | 19,320.00 | |||
| 0605 | ROUNDABOUT ARROW PAVE MARKING - ROUNDABOUT ARROW | 24115EC | EACH | 16.00 | 16.000 | 23.000 | 23.000 | 200.00 | 4,600.00 | |||
| 0610 | BARCODE SIGN INVENTORY | 24631EC | EACH | 163.00 | 163.000 | 0.000 | 0.000 | 34.56 | 0.00 | |||
| 0615 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,500.00 | 27,000.00 | |||
| 0620 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 9.60 | 3.400 | 13.230 | 13.230 | 650.00 | 8,599.50 | |||
| 0625 | SODDING | 40047 | SQYD | 475.00 | 475.000 | 994.980 | 994.980 | 12.86 | 12,795.44 | |||
| 8000 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 7.440 | 6.200 | 6.200 | 650.00 | 4,030.00 | |||
| 8005 | NON-SPEC MATERIAL Pave Striping Permanent Paint Yellow | 10070NS | DOLL | 0.00 | 0.001 | -253.210 | -253.210 | 1.00 | -253.21 | |||
| 8015 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 3,032.500 | 3,032.500 | 1.00 | 3,032.50 | |||
| 8020 | NON-SPEC MATERIAL Concrete Cylinder Strength Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04702512232 | Fed/State Project Number | HSIP 7872 (009) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 11,016.11 | 8,262.08 | 11,016.11 | |
| SUBTOT | $8,262.08 |
$1,871,788.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE047031W2207 | Fed/State Project Number | HSIP 7861 (001) | 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 | 1,493.00 | 2,081.180 | 2,081.180 | 2,081.180 | 60.48 | 125,869.76 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 15.00 | 15.000 | 33.670 | 33.670 | 800.00 | 26,936.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 2.425 | 2.425 | 3,200.00 | 7,760.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 50.00 | 50.000 | 30.540 | 30.540 | 170.00 | 5,191.80 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 847.00 | 945.890 | 948.800 | 948.800 | 110.00 | 104,368.00 | |||
| 0030 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 248.00 | 696.570 | 622.120 | 622.120 | 172.00 | 107,004.64 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 2.00 | 2.000 | 4.790 | 4.790 | 650.00 | 3,113.50 | |||
| 8010 | EW~ US 31W Bypass Milling | 10102NX | DAY | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 12,500.00 | 12,500.00 | 12,500.00 | |
| 8015 | MOBILIZATION US 31W Bypass LP Paving Crew | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 | |
| 8016 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE047031W2207 | Fed/State Project Number | HSIP 7861 (001) | Category | 0002 ROADWAY | |||||||
| 0035 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,782.00 | 1,782.000 | -109.140 | -1,364.820 | -1,473.960 | 1.00 | -109.14 | -1,473.96 | |
| 0040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 4,476.00 | 4,476.000 | -622.310 | -6,590.100 | -7,212.410 | 1.00 | -622.31 | -7,212.41 | |
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,800.00 | 1,800.000 | 1,331.230 | 1,331.230 | 45.00 | 59,905.35 | |||
| 0055 | REMOVE PIPE | 01310 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 125.00 | 1,000.00 | |||
| 0060 | LIP CURB AND GUTTER | 01820 | LF | 236.00 | 286.000 | 15.500 | 15.500 | 63.68 | 987.04 | |||
| 0065 | ISLAND CURB AND GUTTER | 01825 | LF | 593.00 | 593.000 | 1,066.800 | 1,066.800 | 64.59 | 68,904.61 | |||
| 0070 | LIP INTEGRAL CURB | 01840 | LF | 30.00 | 30.000 | 36.000 | 36.000 | 71.40 | 2,570.40 | |||
| 0075 | STANDARD HEADER CURB | 01875 | LF | 429.00 | 429.000 | 106.100 | 106.100 | 48.19 | 5,112.95 | |||
| 0080 | LIP HEADER CURB | 01885 | LF | 226.00 | 226.000 | 527.250 | 527.250 | 33.59 | 17,710.32 | |||
| 0085 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 173.00 | 173.000 | 221.500 | 221.500 | 65.81 | 14,576.91 | |||
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 13.14 | 157.68 | |||
| 0095 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 7.000 | 8.000 | 8.000 | 159.00 | 1,272.00 | |||
| 0100 | CEMENT CONCRETE ISLAND 8" | 02015 | SQYD | 92.00 | 105.000 | 136.160 | 136.160 | 147.10 | 20,029.13 | |||
| 0105 | CEMENT CONCRETE ISLAND 8"-STAMPED & RED COLOR | 02015 | SQYD | 420.00 | 444.000 | 43.070 | 707.626 | 750.696 | 201.95 | 8,697.98 | 151,603.05 | |
| 0110 | REMOVE PCC PAVEMENT | 02058 | SQYD | 68.00 | 187.570 | 187.570 | 187.570 | 75.00 | 14,067.75 | |||
| 0115 | TEMP DITCH | 02159 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0120 | CLEAN TEMP DITCH | 02160 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0125 | EMBANKMENT IN PLACE | 02230 | CUYD | 2,809.00 | 2,809.000 | 2,809.000 | 2,809.000 | 65.00 | 182,585.00 | |||
| 0130 | DITCHING | 02237 | LF | 65.00 | 65.000 | 65.000 | 65.000 | 20.00 | 1,300.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,900.53 | 1,900.53 | |||
| 0140 | REMOVE GUARDRAIL | 02381 | LF | 362.50 | 362.500 | 300.000 | 300.000 | 4.66 | 1,398.00 | |||
| 0145 | REMOVE & RESET GUARDRAIL | 02383 | LF | 100.00 | 637.500 | 637.500 | 637.500 | 28.97 | 18,468.37 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 33.00 | 33.000 | 53.070 | 53.070 | 105.00 | 5,572.35 | |||
| 0155 | CLEARING AND GRUBBING (1.3 ACRES 4-9017.00) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 600.00 | 920.000 | 317.000 | 317.000 | 12.72 | 4,032.24 | |||
| 0165 | EDGE KEY | 02585 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0170 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 150.00 | 320.000 | 405.820 | 405.820 | 2.00 | 811.64 | |||
| 0175 | MAINTAIN & CONTROL TRAFFIC (4-9017.00) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 7.000 | 5.000 | 5.000 | 7,420.00 | 37,100.00 | |||
| 0185 | MOBILIZATION FOR MILL & TEXT (4-9017.00) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0190 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 75.00 | 75.000 | 117.910 | 117.910 | 12.91 | 1,522.21 | |||
| 0195 | TEMP SILT FENCE | 02701 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0200 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0205 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 0210 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0220 | STAKING (4-9017.00) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0225 | EROSION CONTROL BLANKET | 05950 | SQYD | 425.00 | 2,674.120 | 2,750.770 | 2,750.770 | 2.97 | 8,169.78 | |||
| 0230 | TEMP MULCH | 05952 | SQYD | 4,200.00 | 4,200.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0235 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0240 | INITIAL FERTILIZER | 05963 | TON | 0.33 | 0.330 | 0.330 | 0.330 | 1,500.00 | 495.00 | |||
| 0245 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 1,500.00 | 300.00 | |||
| 0250 | SEEDING AND PROTECTION | 05985 | SQYD | 6,340.00 | 6,340.000 | 4,188.430 | 4,188.430 | 0.89 | 3,727.70 | |||
| 0255 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.93 | 3.930 | 3.930 | 3.930 | 109.13 | 428.88 | |||
| 0260 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 4,000.00 | 4,000.000 | 6,071.000 | 6,071.000 | 0.29 | 1,760.59 | |||
| 0265 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 3,122.00 | 3,122.000 | 3,034.000 | 3,034.000 | 3.25 | 9,860.50 | |||
| 0270 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 919.00 | 919.000 | 293.000 | 293.000 | 3.25 | 952.25 | |||
| 0275 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 337.00 | 337.000 | 1,130.000 | 1,130.000 | 4.00 | 4,520.00 | |||
| 0280 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0285 | OBJECT MARKER TY 3 | 20191ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 326.55 | 0.00 | |||
| 0290 | PAVE MARK-PAINT ARROWS | 20208NC | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | SAW CUT | 20430ED | LF | 701.00 | 991.000 | 2,799.000 | 2,799.000 | 4.00 | 11,196.00 | |||
| 0300 | LONGITUDINAL EDGE KEY | 21289ED | LF | 701.00 | 701.000 | 90.500 | 90.500 | 21.04 | 1,904.12 | |||
| 0305 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 75.00 | 75.000 | 141.500 | 141.500 | 54.30 | 7,683.45 | |||
| 0310 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 3,023.00 | 3,023.000 | 7,836.000 | 7,836.000 | 1.75 | 13,713.00 | |||
| 0315 | PAVE MARK TY 1 TAPE CROSS-HATCH | 23253ES717 | SQFT | 3,222.00 | 3,222.000 | 881.000 | 881.000 | 15.00 | 13,215.00 | |||
| 0320 | PAVE MARK TY 1 TAPE DOTTED LANE EXT | 23254ES717 | LF | 113.00 | 113.000 | 40.000 | 40.000 | 10.00 | 400.00 | |||
| 0325 | PAVE MARK TY 1 TAPE -ONLY | 23256ES717 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0330 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 24.00 | 24.000 | 25.000 | 25.000 | 25.00 | 625.00 | |||
| 0335 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 600.00 | 3,000.00 | |||
| 0340 | YIELD LINES | 23745EC | EACH | 24.00 | 24.000 | 23.000 | 23.000 | 100.00 | 2,300.00 | |||
| 0345 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 123.00 | 123.000 | 189.000 | 189.000 | 10.00 | 1,890.00 | |||
| 0350 | PAVE STRIPING-SPRAY THERMO-6 IN W | 24995EC | LF | 3,177.00 | 3,177.000 | 3,720.000 | 3,720.000 | 2.00 | 7,440.00 | |||
| 0355 | PAVE STRIPING-SPRAY THERMO-6 IN Y | 24996EC | LF | 2,589.00 | 2,589.000 | 3,698.000 | 3,698.000 | 2.00 | 7,396.00 | |||
| 8006 | NON-SPEC MATERIAL Pave Striping Permanent Paint Yellow | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8011 | REMOVE CURB AND GUTTER US 31W Bypass Curb | 01812 | LF | 0.00 | 50.000 | 50.000 | 0.000 | 50.000 | 35.00 | 1,750.00 | 1,750.00 | |
| 8012 | ROADWAY EXCAVATION US 31W Bypass Curb | 02200 | CUYD | 0.00 | 4.000 | 12.000 | 0.000 | 12.000 | 115.00 | 1,380.00 | 1,380.00 | |
| 8013 | DGA BASE US 31W Bypass Curb | 00001 | TON | 0.00 | 2.000 | 3.280 | 0.000 | 3.280 | 90.00 | 295.20 | 295.20 | |
| 8014 | MOBILIZATION US 31W Bypass LP Grade Crew | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 | |
| 8017 | MOBILIZATION US 31W Bypass FOX | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,250.00 | 1,250.00 | 1,250.00 | |
| 8018 | LIQUIDATED DAMAGES Failure to Fulfill DBE Requirement | 10111NS | DOLL | 0.00 | -2,345.000 | -2,345.000 | 0.000 | -2,345.000 | 1.00 | -2,345.00 | -2,345.00 | |
| 8021 | NON-SPEC MATERIAL Concrete Cylinder Strength Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE047031W2207 | Fed/State Project Number | HSIP 7861 (001) | Category | 0003 DRAINAGE | |||||||
| 0360 | CULVERT PIPE-18 IN | 00462 | LF | 143.00 | 203.000 | 207.500 | 207.500 | 150.00 | 31,125.00 | |||
| 0365 | PIPE CULVERT HEADWALL-18 IN ELL | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0370 | SLOPED AND PARALLEL HEADWALL-18 IN | 01444 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0375 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0380 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 0385 | DROP BOX INLET TYPE 12A | 01550 | LF | 6.00 | 6.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
| 0390 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0395 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0400 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0405 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0410 | HEADWALL SLOPED & MITERED CONCRETE HEADWALL - 18" | 24575ES610 | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 8007 | DROP BOX INLET TYPE 1 US 31W Bypass Drainage | 01490 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,978.35 | 6,978.35 | 6,978.35 | |
| 8008 | PERF PIPE HEADWALL TY 1-4 IN US 31W Bypass Drainange | 01020 | EACH | 0.00 | 1.000 | 2.000 | 0.000 | 2.000 | 1,075.00 | 2,150.00 | 2,150.00 | |
| 8009 | PERFORATED PIPE-4 IN US 31W Bypass Drainage | 01000 | LF | 0.00 | 120.000 | 133.000 | 0.000 | 133.000 | 2.17 | 288.61 | 288.61 | |
| Project | DE047031W2207 | Fed/State Project Number | HSIP 7861 (001) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0415 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 11,016.09 | 8,262.06 | 11,016.09 | |
| SUBTOT | $45,475.76 |
$3,410,198.69 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04710682232 | Fed/State Project Number | HSIP 7873 (001) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 1275 | DGA BASE | 00001 | TON | 80.00 | 80.000 | 74.100 | 74.100 | 90.00 | 6,669.00 | |||
| 1280 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 133.00 | 133.000 | 185.980 | 185.980 | 115.00 | 21,387.70 | |||
| 1285 | STANDARD CURB AND GUTTER | 01810 | LF | 215.00 | 215.000 | 589.330 | 589.330 | 56.95 | 33,562.34 | |||
| 1290 | LIP CURB AND GUTTER | 01820 | LF | 137.00 | 137.000 | 0.000 | 0.000 | 63.68 | 0.00 | |||
| 1295 | STANDARD HEADER CURB | 01875 | LF | 131.00 | 131.000 | 193.000 | 193.000 | 48.19 | 9,300.67 | |||
| 1300 | LIP HEADER CURB | 01885 | LF | 438.00 | 438.000 | 0.000 | 0.000 | 33.59 | 0.00 | |||
| 1305 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 1310 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 121.00 | 121.000 | 0.000 | 0.000 | 120.13 | 0.00 | |||
| 1315 | ROADWAY EXCAVATION | 02200 | CUYD | 50.00 | 50.000 | 101.480 | 101.480 | 115.00 | 11,670.20 | |||
| 1320 | CLEARING AND GRUBBING (0.1 ACRE 4-9012.60) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1325 | CONCRETE-CLASS B | 02555 | CUYD | 15.00 | 15.000 | 14.300 | 14.300 | 475.00 | 6,792.50 | |||
| 1330 | TEMPORARY SIGNS | 02562 | SQFT | 243.00 | 243.000 | 96.000 | 96.000 | 12.72 | 1,221.12 | |||
| 1335 | MAINTAIN & CONTROL TRAFFIC (4-9012.60) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 1340 | MOBILIZATION FOR MILL & TEXT (4-9012.60) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 1345 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 143.00 | 143.000 | 0.000 | 0.000 | 12.91 | 0.00 | |||
| 1350 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 151.00 | 151.000 | -39.810 | 186.120 | 146.310 | 60.80 | -2,420.44 | 8,895.64 | |
| 1355 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1360 | STAKING (4-9012.60) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1365 | EROSION CONTROL BLANKET | 05950 | SQYD | 128.00 | 128.000 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 1370 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 1,500.00 | 300.00 | |||
| 1375 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 1,500.00 | 300.00 | |||
| 1380 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.50 | 0.500 | 0.500 | 0.500 | 109.13 | 54.56 | |||
| 1385 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 148.00 | 148.000 | 93.750 | 93.750 | 41.37 | 3,878.43 | |||
| 1390 | STEEL POST TYPE 1 | 06410 | LF | 378.00 | 378.000 | 150.410 | 150.410 | 27.62 | 4,154.32 | |||
| 1395 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,682.00 | 1,682.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 1400 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 17.00 | 17.000 | 104.000 | 104.000 | 5.00 | 520.00 | |||
| 1405 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 340.00 | 340.000 | 327.000 | 327.000 | 4.75 | 1,553.25 | |||
| 1410 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 355.00 | 355.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1415 | FUEL ADJUSTMENT | 10020NS | DOLL | 207.00 | 207.000 | -125.060 | -125.060 | 1.00 | -125.06 | |||
| 1420 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 520.00 | 520.000 | -1,132.240 | -1,132.240 | 1.00 | -1,132.24 | |||
| 1425 | W FIRE HYDRANT RELOCATE | 14020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1430 | SAWCUT PAVEMENT | 20550ND | LF | 545.00 | 545.000 | 679.000 | 679.000 | 3.50 | 2,376.50 | |||
| 1435 | REMOVE SIGN | 21373ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 71.19 | 355.95 | |||
| 1440 | EROSION CONTROL (4-9012.60) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1445 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 118.00 | 118.000 | 100.000 | 100.000 | 39.21 | 3,921.00 | |||
| 1450 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 1455 | ROUNDABOUT ARROW PAVE MARKING - ROUNDABOUT ARROW | 24115EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1460 | BARCODE SIGN INVENTORY | 24631EC | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 34.56 | 0.00 | |||
| 1465 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.60 | 0.000 | 0.440 | 0.440 | 650.00 | 286.00 | |||
| 1470 | SODDING | 40047 | SQYD | 35.00 | 35.000 | 64.120 | 64.120 | 12.86 | 824.58 | |||
| 8004 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 0.720 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 8007 | NON-SPEC MATERIAL Pave Striping Permanent Paint Yellow | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8017 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04710682232 | Fed/State Project Number | HSIP 7873 (001) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1475 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 11,016.07 | 8,262.05 | 11,016.07 | |
| SUBTOT | $5,841.60 |
$3,721,481.26 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04710682233 | Fed/State Project Number | HSIP 7873 (002) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0635 | DGA BASE | 00001 | TON | 65.00 | 65.000 | 23.090 | 23.090 | 90.00 | 2,078.10 | |||
| 0640 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 94.00 | 94.000 | 115.460 | 115.460 | 115.00 | 13,277.90 | |||
| 0645 | ADJUST INLET | 01719 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0650 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0655 | STANDARD CURB AND GUTTER | 01810 | LF | 245.00 | 245.000 | 437.000 | 437.000 | 56.95 | 24,887.15 | |||
| 0660 | LIP CURB AND GUTTER | 01820 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 63.68 | 0.00 | |||
| 0665 | STANDARD HEADER CURB | 01875 | LF | 100.00 | 100.000 | 81.000 | 81.000 | 48.19 | 3,903.39 | |||
| 0670 | LIP HEADER CURB | 01885 | LF | 263.00 | 263.000 | 0.000 | 0.000 | 33.59 | 0.00 | |||
| 0675 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 159.00 | 0.00 | |||
| 0680 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 85.00 | 85.000 | 0.000 | 0.000 | 120.13 | 0.00 | |||
| 0685 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 13.00 | 13.000 | 37.560 | 37.560 | 408.44 | 15,341.00 | |||
| 0690 | ROADWAY EXCAVATION | 02200 | CUYD | 50.00 | 50.000 | 98.930 | 98.930 | 115.00 | 11,376.95 | |||
| 0695 | CLEARING AND GRUBBING (0.1 ACRE 4-9012.70) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0700 | CONCRETE-CLASS B | 02555 | CUYD | 9.00 | 9.000 | 9.100 | 9.100 | 475.00 | 4,322.50 | |||
| 0705 | TEMPORARY SIGNS | 02562 | SQFT | 270.00 | 270.000 | 112.000 | 112.000 | 12.72 | 1,424.64 | |||
| 0710 | MAINTAIN & CONTROL TRAFFIC (4-9012.70) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 0715 | MOBILIZATION FOR MILL & TEXT (4-9012.70) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0720 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 101.00 | 101.000 | 0.000 | 0.000 | 12.91 | 0.00 | |||
| 0725 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 193.00 | 193.000 | 190.910 | 190.910 | 60.80 | 11,607.32 | |||
| 0730 | STAKING (4-9012.70) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0735 | ADJUST WATER VALVE | 03425 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0740 | EROSION CONTROL BLANKET | 05950 | SQYD | 128.00 | 128.000 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 0745 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 1,500.00 | 300.00 | |||
| 0750 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 1,500.00 | 300.00 | |||
| 0755 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.50 | 0.500 | 0.500 | 0.500 | 109.13 | 54.56 | |||
| 0760 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 245.00 | 245.000 | 69.000 | 69.000 | 41.37 | 2,854.53 | |||
| 0765 | STEEL POST TYPE 1 | 06410 | LF | 365.00 | 365.000 | 104.640 | 104.640 | 27.62 | 2,890.15 | |||
| 0770 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,115.00 | 1,115.000 | 0.000 | 0.000 | 0.31 | 0.00 | |||
| 0775 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 17.00 | 17.000 | 104.000 | 104.000 | 5.00 | 520.00 | |||
| 0780 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 300.00 | 300.000 | 337.000 | 337.000 | 4.75 | 1,600.75 | |||
| 0785 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 295.00 | 295.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0790 | FUEL ADJUSTMENT | 10020NS | DOLL | 146.00 | 146.000 | -77.640 | -77.640 | 1.00 | -77.64 | |||
| 0795 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 368.00 | 368.000 | -702.920 | -702.920 | 1.00 | -702.92 | |||
| 0800 | SAWCUT PAVEMENT | 20550ND | LF | 760.00 | 760.000 | 697.500 | 697.500 | 3.50 | 2,441.25 | |||
| 0805 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 71.19 | 355.95 | |||
| 0810 | EROSION CONTROL (4-9012.70) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0815 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 140.00 | 140.000 | 69.000 | 69.000 | 39.21 | 2,705.49 | |||
| 0820 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 230.00 | 0.00 | |||
| 0825 | ROUNDABOUT ARROW PAVE MARKING - ROUNDABOUT ARROW | 24115EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0830 | BARCODE SIGN INVENTORY | 24631EC | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 34.56 | 0.00 | |||
| 0835 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.80 | 0.000 | 0.430 | 0.430 | 650.00 | 279.50 | |||
| 0840 | SODDING | 40047 | SQYD | 33.00 | 33.000 | 85.780 | 85.780 | 12.86 | 1,103.13 | |||
| 8005 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 0.960 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 8008 | NON-SPEC MATERIAL Pave Striping Permanent Paint Yellow | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8018 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04710682233 | Fed/State Project Number | HSIP 7873 (002) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0845 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 11,016.06 | 8,262.04 | 11,016.06 | |
| SUBTOT | $8,262.04 |
$4,036,841.04 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04711082232 | Fed/State Project Number | HSIP 9010 (441) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 1480 | DGA BASE | 00001 | TON | 54.00 | 174.000 | 174.000 | 174.000 | 90.00 | 15,660.00 | |||
| 1485 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 73.00 | 73.000 | 91.460 | 91.460 | 170.00 | 15,548.20 | |||
| 1490 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 263.00 | 263.000 | 301.670 | 301.670 | 115.00 | 34,692.05 | |||
| 1495 | STORM SEWER PIPE-15 IN | 00521 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 835.00 | 0.00 | |||
| 1500 | STORM SEWER PIPE-18 IN | 00522 | LF | 27.00 | 27.000 | 51.250 | 51.250 | 150.00 | 7,687.50 | |||
| 1505 | STORM SEWER PIPE-24 IN | 00524 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1510 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,500.00 | 0.00 | |||
| 1515 | CURB BOX INLET TYPE F | 01487 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 6,500.00 | 19,500.00 | |||
| 1520 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1525 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 167.00 | 167.000 | 257.000 | 257.000 | 56.31 | 14,471.67 | |||
| 1530 | LIP CURB AND GUTTER | 01820 | LF | 285.00 | 285.000 | 375.000 | 375.000 | 63.68 | 23,880.00 | |||
| 1535 | STANDARD HEADER CURB | 01875 | LF | 75.00 | 75.000 | 52.500 | 52.500 | 48.19 | 2,529.97 | |||
| 1540 | LIP HEADER CURB | 01885 | LF | 675.00 | 675.000 | 630.500 | 630.500 | 33.59 | 21,178.49 | |||
| 1545 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 159.00 | 636.00 | |||
| 1550 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 535.00 | 535.000 | 456.510 | 456.510 | 120.13 | 54,840.54 | |||
| 1555 | ROADWAY EXCAVATION | 02200 | CUYD | 50.00 | 555.270 | 555.270 | 555.270 | 115.00 | 63,856.05 | |||
| 1560 | DITCHING | 02237 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 20.00 | 2,400.00 | |||
| 1565 | CLEARING AND GRUBBING (0.1 ACRE 4-9012.30) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1570 | CONCRETE-CLASS B | 02555 | CUYD | 22.00 | 22.000 | 21.280 | 21.280 | 475.00 | 10,108.00 | |||
| 1575 | TEMPORARY SIGNS | 02562 | SQFT | 159.00 | 159.000 | 250.000 | 250.000 | 12.72 | 3,180.00 | |||
| 1580 | MAINTAIN & CONTROL TRAFFIC (4-9012.30) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 1585 | MOBILIZATION FOR MILL & TEXT (4-9012.30) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 1590 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 304.00 | 304.000 | 230.510 | 230.510 | 12.91 | 2,975.88 | |||
| 1595 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 128.00 | 128.000 | 174.070 | 174.070 | 60.80 | 10,583.45 | |||
| 1600 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 27.00 | 27.000 | 27.110 | 27.110 | 150.00 | 4,066.50 | |||
| 1605 | STAKING (4-9012.30) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1610 | EROSION CONTROL BLANKET | 05950 | SQYD | 175.00 | 175.000 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 1615 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.300 | 0.300 | 1,500.00 | 450.00 | |||
| 1620 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.300 | 0.300 | 1,500.00 | 450.00 | |||
| 1625 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.70 | 0.700 | 0.700 | 0.700 | 109.13 | 76.39 | |||
| 1630 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 148.00 | 148.000 | 134.500 | 134.500 | 41.37 | 5,564.26 | |||
| 1635 | STEEL POST TYPE 1 | 06410 | LF | 378.00 | 378.000 | 222.200 | 222.200 | 27.62 | 6,137.16 | |||
| 1640 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,034.00 | 4,034.000 | 4,081.000 | 4,081.000 | 0.31 | 1,265.11 | |||
| 1645 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1650 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 470.00 | 470.000 | 440.000 | 440.000 | 4.75 | 2,090.00 | |||
| 1655 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 24.00 | 24.000 | 54.000 | 54.000 | 24.00 | 1,296.00 | |||
| 1660 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 488.00 | 488.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1665 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 130.00 | 650.00 | |||
| 1670 | FUEL ADJUSTMENT | 10020NS | DOLL | 523.00 | 523.000 | -420.970 | -420.970 | 1.00 | -420.97 | |||
| 1675 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 1,314.00 | 1,314.000 | -2,007.540 | -2,007.540 | 1.00 | -2,007.54 | |||
| 1680 | SAWCUT PAVEMENT | 20550ND | LF | 1,000.00 | 1,000.000 | 1,405.000 | 1,405.000 | 3.50 | 4,917.50 | |||
| 1685 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 11.000 | 11.000 | 71.19 | 783.09 | |||
| 1690 | EROSION CONTROL (4-9012.30) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1695 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 152.00 | 152.000 | 150.600 | 150.600 | 39.21 | 5,905.02 | |||
| 1700 | PAINT SYMBOL-BICYCLE LANE | 23426EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 175.00 | 1,050.00 | |||
| 1705 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 28.00 | 28.000 | 21.000 | 21.000 | 230.00 | 4,830.00 | |||
| 1710 | ROUNDABOUT ARROW PAVE MARKING - ROUNDABOUT ARROW | 24115EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 1715 | BARCODE SIGN INVENTORY | 24631EC | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 34.56 | 1,105.92 | |||
| 1720 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.20 | 1.200 | 2.500 | 2.500 | 650.00 | 1,625.00 | |||
| 1725 | SODDING | 40047 | SQYD | 306.00 | 306.000 | 267.790 | 267.790 | 12.86 | 3,443.77 | |||
| 8003 | RETAINING WALL Commerce and Executive | 08018 | SQFT | 0.00 | 198.000 | 198.000 | 198.000 | 80.39 | 15,919.00 | |||
| 8009 | NON-SPEC MATERIAL Pave Striping Permanent Paint Yellow | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8019 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04711082232 | Fed/State Project Number | HSIP 9010 (441) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1730 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 11,016.06 | 8,262.04 | 11,016.06 | |
| SUBTOT | $8,262.04 |
$4,596,581.17 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04711932123 | Fed/State Project Number | HSIP 9010 (442) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0850 | DGA BASE | 00001 | TON | 104.00 | 122.730 | 122.730 | 122.730 | 90.00 | 11,045.70 | |||
| 0855 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 56.00 | 56.000 | 5.150 | 5.150 | 170.00 | 875.50 | |||
| 0860 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 82.00 | 82.000 | 132.300 | 132.300 | 215.00 | 28,444.50 | |||
| 0865 | STORM SEWER PIPE-18 IN | 00522 | LF | 41.00 | 41.000 | 40.000 | 40.000 | 150.00 | 6,000.00 | |||
| 0870 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0875 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0880 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0885 | STANDARD CURB AND GUTTER | 01810 | LF | 33.00 | 33.000 | 44.000 | 44.000 | 56.95 | 2,505.80 | |||
| 0890 | STANDARD HEADER CURB | 01875 | LF | 37.00 | 37.000 | 23.000 | 23.000 | 48.19 | 1,108.37 | |||
| 0895 | LIP HEADER CURB | 01885 | LF | 699.00 | 699.000 | 720.400 | 720.400 | 33.59 | 24,198.23 | |||
| 0900 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 159.00 | 795.00 | |||
| 0905 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 155.00 | 155.000 | 143.310 | 143.310 | 120.13 | 17,215.83 | |||
| 0910 | ROADWAY EXCAVATION | 02200 | CUYD | 50.00 | 116.860 | 116.860 | 116.860 | 115.00 | 13,438.90 | |||
| 0915 | CLEARING AND GRUBBING (0.1 ACRES WOODLAND/LAYMAN) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0920 | CONCRETE-CLASS B | 02555 | CUYD | 15.00 | 15.000 | 20.510 | 20.510 | 475.00 | 9,742.25 | |||
| 0925 | TEMPORARY SIGNS | 02562 | SQFT | 215.00 | 215.000 | 208.000 | 208.000 | 12.72 | 2,645.76 | |||
| 0930 | MAINTAIN & CONTROL TRAFFIC (WOODLAND/LAYMAN) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 0935 | MOBILIZATION FOR MILL & TEXT (WOODLAND/LAYMAN) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0940 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 93.00 | 93.000 | 65.370 | 65.370 | 12.91 | 843.92 | |||
| 0945 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 166.00 | 166.000 | 185.010 | 185.010 | 60.80 | 11,248.60 | |||
| 0950 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 13.00 | 13.000 | 24.670 | 24.670 | 150.00 | 3,700.50 | |||
| 0955 | STAKING (WOODLAND/LAYMAN) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0960 | EROSION CONTROL BLANKET | 05950 | SQYD | 40.00 | 40.000 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 0965 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.300 | 0.300 | 1,500.00 | 450.00 | |||
| 0970 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.300 | 0.300 | 1,500.00 | 450.00 | |||
| 0975 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.70 | 0.700 | 0.700 | 0.700 | 109.13 | 76.39 | |||
| 0980 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 147.00 | 147.000 | 141.000 | 141.000 | 41.37 | 5,833.17 | |||
| 0985 | STEEL POST TYPE 1 | 06410 | LF | 378.00 | 378.000 | 216.000 | 216.000 | 27.62 | 5,965.92 | |||
| 0990 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,240.00 | 1,240.000 | 1,209.000 | 1,209.000 | 0.31 | 374.79 | |||
| 0995 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1000 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 360.00 | 360.000 | 253.000 | 253.000 | 4.75 | 1,201.75 | |||
| 1005 | FUEL ADJUSTMENT | 10020NS | DOLL | 215.00 | 215.000 | -116.440 | -116.440 | 1.00 | -116.44 | |||
| 1010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 540.00 | 540.000 | -720.660 | -720.660 | 1.00 | -720.66 | |||
| 1015 | SAWCUT PAVEMENT | 20550ND | LF | 725.00 | 725.000 | 860.000 | 860.000 | 3.50 | 3,010.00 | |||
| 1020 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 71.19 | 284.76 | |||
| 1025 | EROSION CONTROL (WOODLAND/LAYMAN) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1030 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 92.00 | 92.000 | 92.000 | 92.000 | 39.21 | 3,607.32 | |||
| 1035 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 28.00 | 28.000 | 20.000 | 20.000 | 230.00 | 4,600.00 | |||
| 1040 | ROUNDABOUT ARROW PAVE MARKING - ROUNDABOUT ARROW | 24115EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 1045 | BARCODE SIGN INVENTORY | 24631EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 34.56 | 0.00 | |||
| 1050 | PIPELINE INSPECTION | 24814EC | LF | 41.00 | 41.000 | 0.000 | 0.000 | 48.78 | 0.00 | |||
| 1055 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.70 | 0.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1060 | SODDING | 40047 | SQYD | 155.00 | 155.000 | 233.070 | 233.070 | 12.86 | 2,997.28 | |||
| 8002 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 0.840 | 1.080 | 1.080 | 650.00 | 702.00 | |||
| 8010 | NON-SPEC MATERIAL Pave Striping Permanent Paint Yellow | 10070NS | DOLL | 0.00 | 0.001 | -18.690 | -18.690 | 1.00 | -18.69 | |||
| 8025 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04711932123 | Fed/State Project Number | HSIP 9010 (442) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1065 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 11,016.06 | 8,262.04 | 11,016.06 | |
| SUBTOT | $8,262.04 |
$4,969,203.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04714302201 | Fed/State Project Number | HSIP 9010 (440) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 1070 | DGA BASE | 00001 | TON | 40.00 | 99.290 | 99.290 | 99.290 | 90.00 | 8,936.10 | |||
| 1075 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 35.00 | 35.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 1080 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 149.00 | 149.000 | 163.090 | 163.090 | 115.00 | 18,755.35 | |||
| 1085 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1090 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1095 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 120.00 | 120.000 | 121.000 | 121.000 | 56.31 | 6,813.51 | |||
| 1100 | LIP HEADER CURB | 01885 | LF | 938.00 | 938.000 | 916.000 | 916.000 | 33.59 | 30,768.44 | |||
| 1105 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 10.000 | 10.000 | 159.00 | 1,590.00 | |||
| 1110 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 460.00 | 460.000 | 460.000 | 460.000 | 120.13 | 55,259.80 | |||
| 1115 | ROADWAY EXCAVATION | 02200 | CUYD | 50.00 | 259.570 | 259.570 | 259.570 | 115.00 | 29,850.55 | |||
| 1120 | CLEARING AND GRUBBING (0.1 ACRE FOR DOLPHIN/JOSALE) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1125 | CONCRETE-CLASS B | 02555 | CUYD | 21.00 | 21.000 | 37.000 | 37.000 | 475.00 | 17,575.00 | |||
| 1130 | TEMPORARY SIGNS | 02562 | SQFT | 129.00 | 129.000 | 110.000 | 110.000 | 12.72 | 1,399.20 | |||
| 1135 | MAINTAIN & CONTROL TRAFFIC (DOLPHIN/JOSALE) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 1140 | MOBILIZATION FOR MILL & TEXT (DOLPHIN/JOSALE) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 1145 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 182.00 | 182.000 | 168.490 | 168.490 | 12.91 | 2,175.20 | |||
| 1150 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 155.00 | 155.000 | 143.220 | 143.220 | 60.80 | 8,707.77 | |||
| 1155 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 13.00 | 13.000 | 13.000 | 13.000 | 150.00 | 1,950.00 | |||
| 1160 | STAKING (DOLPHIN/JOSALE) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1165 | EROSION CONTROL BLANKET | 05950 | SQYD | 128.00 | 128.000 | 0.000 | 0.000 | 2.97 | 0.00 | |||
| 1170 | INITIAL FERTILIZER | 05963 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 1,500.00 | 300.00 | |||
| 1175 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.200 | 0.200 | 1,500.00 | 300.00 | |||
| 1180 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.50 | 0.500 | 0.500 | 0.500 | 109.13 | 54.56 | |||
| 1185 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 165.00 | 165.000 | 140.600 | 140.600 | 41.37 | 5,816.62 | |||
| 1190 | STEEL POST TYPE 1 | 06410 | LF | 366.00 | 366.000 | 203.500 | 203.500 | 27.62 | 5,620.67 | |||
| 1195 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,640.00 | 2,640.000 | 2,146.000 | 2,146.000 | 0.31 | 665.26 | |||
| 1200 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1205 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 480.00 | 480.000 | 450.000 | 450.000 | 4.75 | 2,137.50 | |||
| 1210 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 907.00 | 907.000 | 183.000 | 183.000 | 3.00 | 549.00 | |||
| 1215 | FUEL ADJUSTMENT | 10020NS | DOLL | 286.00 | 286.000 | -138.170 | -138.170 | 1.00 | -138.17 | |||
| 1220 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 719.00 | 719.000 | -867.120 | -867.120 | 1.00 | -867.12 | |||
| 1225 | SAWCUT PAVEMENT | 20550ND | LF | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 3.50 | 3,500.00 | |||
| 1230 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 71.19 | 213.57 | |||
| 1235 | EROSION CONTROL (DOLPHIN/JOSALE) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1240 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 80.00 | 80.000 | 64.000 | 64.000 | 39.21 | 2,509.44 | |||
| 1245 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 28.00 | 28.000 | 26.000 | 26.000 | 230.00 | 5,980.00 | |||
| 1250 | ROUNDABOUT ARROW PAVE MARKING - ROUNDABOUT ARROW | 24115EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 1255 | BARCODE SIGN INVENTORY | 24631EC | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 34.56 | 0.00 | |||
| 1260 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.70 | 0.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1265 | SODDING | 40047 | SQYD | 193.00 | 193.000 | 296.000 | 296.000 | 12.86 | 3,806.56 | |||
| 8001 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.00 | 0.840 | 0.580 | 0.580 | 650.00 | 377.00 | |||
| 8011 | NON-SPEC MATERIAL Pave Striping Permanent Paint Yellow | 10070NS | DOLL | 0.00 | 0.001 | -38.600 | -38.600 | 1.00 | -38.60 | |||
| 8026 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04714302201 | Fed/State Project Number | HSIP 9010 (440) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 11,016.06 | 8,262.04 | 11,016.06 | |
| SUBTOT | $8,262.04 |
$5,382,386.99 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||