|
Report_Id: 221338 Est NO 0045 |
Date:02/17/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221338 | Estimate Number | 0045 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05360) Alfarra, Hamdi A | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 07/26/2024 TO 01/23/2025 | ||||||
| Date Approved | 02/03/2025 | ||||||
| Primary Proj Number | DE09300712238 | ||||||
| Project No. | NHPP 0711 (120), NHPP 0711 (120) | ||||||
| Primary County | OLDHAM | ||||||
| Name of Road | I-71 | ||||||
| Description | CONSTRUCT NEW INTERCHANGE BETWEEN KY 393 AND KY 53 AT MILEPO INT 20.60 | ||||||
| Date Let | 08/18/2022 | Formal Acceptance | |||||
| Date Awarded | 08/30/2022 | Date Work Began | 10/10/2022 | ||||
| Date Contract Executed | 09/20/2022 | Open To Traffic | |||||
| Date NTP Issued | 09/20/2022 | Actual Completion Date | 07/10/2024 | ||||
| Current Contract Amount | $16,511,244.19 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,925,000.00 |
Total Earnings | $15,800,719.08 |
$15,706,504.34 |
$94,214.74 |
|
| Percent Complete | 95.74 |
Stockpiled Materials | $6,567.57 |
$6,567.57 |
$0.00 |
|
| Funds Available | $703,957.54 |
Gross Earnings | $15,807,286.65 |
$15,713,071.91 |
$94,214.74 |
|
| Total Change Orders | $586,244.19 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $15,807,286.65 |
$15,713,071.91 |
$94,214.74 |
|||
| Contract Id | 221338 | Change Order Summary |
County | OLDHAM | ||||||
| Estimate Nbr | 0045 | Project Number | NHPP 0711 (120), NHPP 0711 (120) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 07/26/2024 TO 01/23/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Expan Joint Replacement from 2” to 4” as per existing joints | Approved | 12/20/2022 | $23,484.75 | 1.0 | |||||
| 002 | Expedite Ramps H and G Tie-ins , | Approved | 06/09/2023 | $245,684.37 | 1.0 | |||||
| 003 | SouthBound Shifting Traffic | Approved | 11/30/2023 | $317,075.07 | 2.0 | |||||
| 004 | Non Spec Material Override - Concrete Class A | Approved | 11/09/2023 | $0.00 | 0.0 | |||||
| 005 | Non Spec Material Override | Approved | 11/13/2023 | $0.00 | 0.0 | |||||
| 006 | ROW Fence, Striping & Miscell | Approved | 01/07/2025 | $0.00 | 118.0 | |||||
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 | 221338 | COMMONWEALTH OF KENTUCKY |
County | OLDHAM | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09300712238 | ||||||
| Estimate Nbr | 0045 | Period | 07/26/2024 TO 01/23/2025 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 19,614.00 | 14,851.000 | 11,072.290 | 11,072.290 | 22.00 | 243,590.38 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 8,460.00 | 14,080.000 | 21,281.060 | 21,281.060 | 31.00 | 659,712.86 | |||
| 0015 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 7,922.00 | 5,359.000 | 3,449.520 | 3,449.520 | 72.00 | 248,365.44 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 59,127.00 | 59,127.000 | 46,534.390 | 46,534.390 | 21.00 | 977,222.19 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 163.00 | 163.000 | 113.280 | 113.280 | 150.00 | 16,992.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 19.00 | 19.000 | 18.560 | 18.560 | 1,200.00 | 22,272.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 12,361.00 | 12,361.000 | 17,092.510 | 17,092.510 | 87.00 | 1,487,048.37 | |||
| 0040 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 7,297.00 | 7,297.000 | 8,041.310 | 8,041.310 | 95.00 | 763,924.45 | |||
| 0045 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 3,594.00 | 0.000 | 0.000 | 0.000 | 113.00 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 44.00 | 44.000 | 254.240 | 254.240 | 200.00 | 50,848.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 46.00 | 46.000 | 38.050 | 38.050 | 750.00 | 28,537.50 | |||
| 0060 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 93,405.00 | 93,405.000 | 89,958.000 | 89,958.000 | 3.00 | 269,874.00 | |||
| 0065 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 20,765.00 | 20,765.000 | 20,765.000 | 20,765.000 | 3.00 | 62,295.00 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 101.00 | 489.000 | 544.650 | 544.650 | 135.00 | 73,527.75 | |||
| 8004 | CL3 ASPH SURF 0.38A PG76-22 polished resistant aggregates | 00336 | TON | 0.00 | 3,982.000 | 4,320.490 | 4,320.490 | 117.00 | 505,497.33 | |||
| 8008 | PAVE STRIPING-TEMP PAINT-6 IN Lane Shifting | 06511 | LF | 0.00 | 15,098.000 | 31,430.000 | 31,430.000 | 0.40 | 12,572.00 | |||
| 8015 | NON-SPEC MATERIAL Asphalt Material for Tack | 10070NS | DOLL | 0.00 | 0.001 | -2,347.500 | -2,347.500 | 1.00 | -2,347.50 | |||
| 8029 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 15,894.740 | 15,894.740 | 0.000 | 15,894.740 | 1.00 | 15,894.74 | 15,894.74 | |
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0002 ROADWAY | |||||||
| 0075 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 7,414.00 | 7,414.000 | 7,399.130 | 7,399.130 | 21.00 | 155,381.73 | |||
| 0080 | PERFORATED PIPE-4 IN | 01000 | LF | 231.00 | 231.000 | 251.000 | 251.000 | 28.00 | 7,028.00 | |||
| 0085 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 48.00 | 48.000 | 80.000 | 80.000 | 31.00 | 2,480.00 | |||
| 0090 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0100 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0105 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 0110 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 697.00 | 697.000 | 908.500 | 908.500 | 57.86 | 52,565.81 | |||
| 0115 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 724.00 | 724.000 | 731.140 | 731.140 | 109.39 | 79,979.40 | |||
| 0120 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 70.00 | 70.000 | 0.000 | 0.000 | 161.40 | 0.00 | |||
| 0125 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 56.00 | 56.000 | 95.000 | 95.000 | 15.00 | 1,425.00 | |||
| 0130 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 44.00 | 44.000 | 41.000 | 41.000 | 15.00 | 615.00 | |||
| 0135 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 15.00 | 90.00 | |||
| 0140 | BARRICADE-TYPE II | 02013 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 95.40 | 381.60 | |||
| 0145 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 159.00 | 1,908.00 | |||
| 0150 | REMOVE PAVEMENT | 02091 | SQYD | 4,587.00 | 4,587.000 | 4,587.000 | 4,587.000 | 15.00 | 68,805.00 | |||
| 0155 | TEMP DITCH | 02159 | LF | 6,620.00 | 6,620.000 | 2,409.000 | 2,409.000 | 1.00 | 2,409.00 | |||
| 0160 | CLEAN TEMP DITCH | 02160 | LF | 3,310.00 | 3,310.000 | 500.000 | 500.000 | 0.50 | 250.00 | |||
| 0165 | EMBANKMENT IN PLACE | 02230 | CUYD | 177,431.00 | 177,431.000 | 177,431.000 | 177,431.000 | 23.50 | 4,169,628.50 | |||
| 0170 | WATER | 02242 | MGAL | 125.00 | 125.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0175 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,646.00 | 7,146.000 | 6,021.000 | 6,021.000 | 10.50 | 63,220.50 | |||
| 0180 | REMOVE FENCE | 02265 | LF | 1,277.00 | 1,277.000 | 1,277.000 | 1,277.000 | 6.00 | 7,662.00 | |||
| 0185 | ADJUST GUARDRAIL | 02350 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0190 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0195 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 3,300.00 | 42,900.00 | |||
| 0200 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 1,200.00 | 16,800.00 | |||
| 0205 | REMOVE GUARDRAIL | 02381 | LF | 5,424.00 | 5,424.000 | 6,787.500 | 6,787.500 | 4.00 | 27,150.00 | |||
| 0210 | REMOVE GUARDRAIL TERMINAL SECT | 02395 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0215 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 22.00 | 22.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0220 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0225 | WITNESS POST | 02432 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0230 | CHANNEL LINING CLASS II | 02483 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0235 | CHANNEL LINING CLASS III | 02484 | TON | 131.00 | 131.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
| 0240 | CLEARING AND GRUBBING 44 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 400,000.00 | 400,000.00 | |||
| 0245 | TEMPORARY SIGNS | 02562 | SQFT | 699.00 | 699.000 | 699.000 | 699.000 | 6.36 | 4,445.64 | |||
| 0250 | EDGE KEY | 02585 | LF | 120.00 | 120.000 | 70.000 | 70.000 | 45.00 | 3,150.00 | |||
| 0255 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 21,939.00 | 21,939.000 | 1,715.000 | 1,715.000 | 3.00 | 5,145.00 | |||
| 0260 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 370,000.00 | 351,500.00 | |||
| 0265 | LANE CLOSURE | 02653 | EACH | 5.00 | 9.000 | 9.000 | 9.000 | 3,600.00 | 32,400.00 | |||
| 0270 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 12,190.00 | 48,760.00 | |||
| 0275 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0280 | SHOULDER RUMBLE STRIPS | 02696 | LF | 19,076.00 | 24,496.000 | 4,343.000 | 4,343.000 | 0.20 | 868.60 | |||
| 0285 | TEMP SILT FENCE | 02701 | LF | 6,622.00 | 6,622.000 | 2,400.000 | 2,400.000 | 3.50 | 8,400.00 | |||
| 0290 | SILT TRAP TYPE A | 02703 | EACH | 44.00 | 44.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0295 | SILT TRAP TYPE B | 02704 | EACH | 44.00 | 44.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 0300 | SILT TRAP TYPE C | 02705 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0305 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 44.00 | 44.000 | 4.000 | 4.000 | 0.01 | 0.04 | |||
| 0310 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0315 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0320 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 833.00 | 833.000 | 648.410 | 648.410 | 51.62 | 33,470.92 | |||
| 0325 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 156,000.00 | 156,000.00 | |||
| 0330 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,180.00 | 12,720.00 | |||
| 0335 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0340 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 6,220.00 | 8,000.000 | 8,000.000 | 8,000.000 | 43.00 | 344,000.00 | |||
| 0345 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,769.00 | 14,769.000 | 22,319.500 | 22,319.500 | 1.95 | 43,523.02 | |||
| 0350 | TEMP MULCH | 05952 | SQYD | 142,456.00 | 142,456.000 | 91,960.000 | 91,960.000 | 0.30 | 27,588.00 | |||
| 0355 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 106,311.00 | 106,311.000 | 16,940.000 | 16,940.000 | 0.31 | 5,251.40 | |||
| 0360 | INITIAL FERTILIZER | 05963 | TON | 11.00 | 11.000 | 7.525 | 7.525 | 1,800.00 | 13,545.00 | |||
| 0365 | MAINTENANCE FERTILIZER | 05964 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0370 | SEEDING AND PROTECTION | 05985 | SQYD | 212,621.00 | 212,621.000 | 141,888.019 | 141,888.019 | 0.48 | 68,106.24 | |||
| 0375 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 37,105.00 | 37,105.000 | 31,460.000 | 31,460.000 | 0.36 | 11,325.60 | |||
| 0380 | AGRICULTURAL LIMESTONE | 05992 | TON | 132.00 | 132.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0385 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 135.00 | 135.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0390 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0395 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 27,342.00 | 33,846.000 | 9,358.000 | 9,358.000 | 1.40 | 13,101.20 | |||
| 0400 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 10,812.00 | 16,232.000 | 4,103.000 | 4,103.000 | 1.40 | 5,744.20 | |||
| 0405 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,001.00 | 3,001.000 | 1,765.000 | 1,765.000 | 2.50 | 4,412.50 | |||
| 0410 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0415 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 7,873.00 | 7,873.000 | 5,446.000 | 5,446.000 | 2.35 | 12,798.10 | |||
| 0420 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,820.00 | 4,820.000 | 550.000 | 550.000 | 2.35 | 1,292.50 | |||
| 0425 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 317.00 | 317.000 | 1,503.000 | 1,503.000 | 4.25 | 6,387.75 | |||
| 0430 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0435 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 153.00 | 153.000 | 146.000 | 146.000 | 10.00 | 1,460.00 | |||
| 0440 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 125.00 | 1,125.00 | |||
| 0445 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 33.00 | 33.000 | 32.000 | 32.000 | 110.00 | 3,520.00 | |||
| 0450 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0455 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 157.00 | 225.000 | 35.000 | 35.000 | 22.00 | 770.00 | |||
| 0460 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 61.00 | 61.000 | 25.000 | 25.000 | 22.00 | 550.00 | |||
| 0465 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 310.00 | 310.000 | 22.000 | 22.000 | 22.00 | 484.00 | |||
| 0470 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 66.00 | 66.000 | 20.000 | 20.000 | 22.00 | 440.00 | |||
| 0475 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0480 | FUEL ADJUSTMENT | 10020NS | DOLL | 112,166.00 | -5,498.560 | -78,193.300 | -78,193.300 | 1.00 | -78,193.30 | |||
| 0485 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 91,473.00 | 0.000 | -119,134.430 | -119,134.430 | 1.00 | -119,134.43 | |||
| 0490 | SAW CUT | 20430ED | LF | 400.00 | 400.000 | 289.000 | 289.000 | 3.50 | 1,011.50 | |||
| 0495 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0500 | REMOVE BARRIER | 20591EC | LF | 151.00 | 151.000 | 151.000 | 151.000 | 50.00 | 7,550.00 | |||
| 0505 | LONGITUDINAL EDGE KEY | 21289ED | LF | 9,660.00 | 9,660.000 | 5,357.000 | 5,357.000 | 6.78 | 36,320.46 | |||
| 0510 | BOLLARDS | 21341ND | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0515 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 7,353.00 | 7,353.000 | 7,903.000 | 7,903.000 | 39.75 | 314,144.25 | |||
| 0520 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 40.00 | 40.000 | 40.000 | 40.000 | 25.00 | 1,000.00 | |||
| 0525 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 5,395.00 | 26,997.000 | 20,377.000 | 20,377.000 | 1.50 | 30,565.50 | |||
| 0530 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 280.00 | 280.000 | 112.000 | 112.000 | 38.92 | 4,359.04 | |||
| 0535 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 285.00 | 285.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 0540 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0545 | REMOVE AND RESET CRASH CUSHION | 23624EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 0550 | PAVE MARK THERMO CHEVRON-48 IN | 24280EC | LF | 57.00 | 57.000 | 336.000 | 336.000 | 15.00 | 5,040.00 | |||
| 0555 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 621.00 | 621.000 | 207.000 | 207.000 | 10.00 | 2,070.00 | |||
| 0560 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 4,319.00 | 4,319.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0565 | PIPELINE INSPECTION | 24814EC | LF | 972.00 | 972.000 | 385.200 | 385.200 | 2.25 | 866.70 | |||
| 0570 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0575 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 10.00 | 10.000 | 10.000 | 10.000 | 4,786.00 | 47,860.00 | |||
| 0580 | QUEUE WARNING PCMS | 26137EC | MONT | 40.00 | 40.000 | 30.000 | 30.000 | 0.01 | 0.30 | |||
| 0585 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 40.00 | 40.000 | 30.000 | 30.000 | 0.01 | 0.30 | |||
| 8001 | MAINTAIN & CONTROL TRAFFIC Expedite Ramps G and H Tie-Ins | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 228,367.17 | 228,367.17 | |||
| 8002 | RELOCATE TEMP CONC BARRIER Relocate Temp Concrete Barrier Wall | 02003 | LF | 0.00 | 6,220.000 | 3,700.000 | 3,700.000 | 1.75 | 6,475.00 | |||
| 8003 | CHANNEL LINING CLASS II Channel Lining Class II | 02483 | TON | 0.00 | 1,376.000 | 1,525.580 | 1,525.580 | 75.00 | 114,418.50 | |||
| 8005 | DELINEATOR FOR BARRIER - WHITE Delineator for Temp conc Barriers | 01984 | EACH | 0.00 | 260.000 | 149.000 | 149.000 | 14.07 | 2,096.43 | |||
| 8006 | LAW ENFORCEMENT OFFICER LEO for shifting traffic on SB | 20411ED | HOUR | 0.00 | 120.000 | 97.000 | 97.000 | 75.00 | 7,275.00 | |||
| 8007 | REMOVE PAVEMENT MARKER Shifting Traffic on I-71 south | 24880EC | EACH | 0.00 | 68.000 | 68.000 | 68.000 | 12.31 | 837.08 | |||
| 8012 | CRASH CUSHION TY VI CLASS B TL2 CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 29,295.00 | 29,295.00 | |||
| 8013 | DITCHING Ditching including Clearing and pipe Cleaning | 02237 | LF | 0.00 | 854.000 | 854.000 | 854.000 | 15.51 | 13,250.18 | |||
| 8016 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 0.00 | 1,400.000 | 1,400.000 | 0.000 | 1,400.000 | 10.50 | 14,700.00 | 14,700.00 | |
| 8017 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23883EC | LF | 0.00 | 1,500.000 | 1,500.000 | 0.000 | 1,500.000 | 10.50 | 15,750.00 | 15,750.00 | |
| 8018 | PAVE STRIPE-WET REF TAPE-6 IN W (CONTAST) | 23884EC | LF | 0.00 | 1,150.000 | 1,150.000 | 0.000 | 1,150.000 | 12.60 | 14,490.00 | 14,490.00 | |
| 8019 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 0.00 | 1,000.000 | 1,000.000 | 0.000 | 1,000.000 | 6.83 | 6,830.00 | 6,830.00 | |
| 8020 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 0.00 | 1,000.000 | 1,000.000 | 0.000 | 1,000.000 | 11.55 | 11,550.00 | 11,550.00 | |
| 8021 | CONCRETE CLASS B | 24451EC | CUYD | 0.00 | 14.000 | 0.000 | 0.000 | 682.50 | 0.00 | |||
| 8022 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 1.000 | 0.000 | 1.000 | 10,000.00 | 10,000.00 | 10,000.00 | |
| 8023 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 0.00 | 200.000 | 100.000 | 0.000 | 100.000 | 50.00 | 5,000.00 | 5,000.00 | |
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0003 DRAINAGE | |||||||
| 0590 | CULVERT PIPE-24 IN | 00464 | LF | 93.00 | 93.000 | 108.000 | 108.000 | 155.00 | 16,740.00 | |||
| 0595 | CULVERT PIPE-30 IN | 00466 | LF | 449.00 | 422.000 | 422.000 | 422.000 | 160.00 | 67,520.00 | |||
| 0600 | CULVERT PIPE-42 IN | 00469 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 255.00 | 6,375.00 | |||
| 0605 | CULVERT PIPE-54 IN | 00471 | LF | 207.00 | 207.000 | 207.000 | 207.000 | 265.00 | 54,855.00 | |||
| 0610 | STORM SEWER PIPE-15 IN | 00521 | LF | 12.00 | 12.000 | 12.000 | 12.000 | 290.00 | 3,480.00 | |||
| 0615 | STORM SEWER PIPE-18 IN | 00522 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 115.00 | 8,050.00 | |||
| 0620 | STORM SEWER PIPE-24 IN | 00524 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 130.00 | 11,050.00 | |||
| 0625 | STORM SEWER PIPE-30 IN | 00526 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 150.00 | 9,900.00 | |||
| 0630 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0635 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 0640 | REMOVE PIPE | 01310 | LF | 131.00 | 131.000 | 53.000 | 53.000 | 35.00 | 1,855.00 | |||
| 0645 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 0650 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0655 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0660 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0665 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0670 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0675 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0680 | JUNCTION BOX-24 IN | 01643 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0685 | REMOVE INLET | 01718 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0690 | MANHOLE TYPE A MOD | 01757 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0695 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 0700 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,500.00 | 25,500.00 | |||
| 0705 | FRAME AND LID TY 1 | 01771 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
| 0710 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,102.00 | 2,102.000 | 1,840.000 | 1,840.000 | 2.00 | 3,680.00 | |||
| 0715 | REMOVE HEADWALL | 02625 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 500.00 | 7,000.00 | |||
| 0720 | MODIFY EXISTING DRAINAGE BOX | 21583NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0725 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 22,000.00 | 44,000.00 | |||
| 8010 | CULVERT PIPE-36 IN | 00468 | LF | 0.00 | 27.000 | 27.000 | 27.000 | 225.03 | 6,075.81 | |||
| 8011 | METAL END SECTION TY 3-36 IN | 01395 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 10,180.29 | 10,180.29 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0004 BRIDGE - 26390 | |||||||
| 0730 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 173.00 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0735 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 132.00 | 132.000 | 132.000 | 132.000 | 210.00 | 27,720.00 | |||
| 0740 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 150.00 | 150.000 | 150.000 | 150.000 | 3.00 | 450.00 | |||
| 0745 | BEARING REPLACEMENT | 21969NN | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 5,200.00 | 46,800.00 | |||
| 8000 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 0.00 | 173.000 | 173.000 | 173.000 | 685.75 | 118,634.75 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0005 BRIDGE - 28503 | |||||||
| 0750 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 0755 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0760 | CONCRETE-CLASS A | 08100 | CUYD | 17.40 | 17.400 | 17.400 | 17.400 | 1,525.00 | 26,535.00 | |||
| 0765 | STEEL REINFORCEMENT | 08150 | LB | 1,148.00 | 1,148.000 | 1,148.000 | 1,148.000 | 2.29 | 2,628.92 | |||
| 0770 | WATER GATE TYPE 3 | 08707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0006 BRIDGE - 28504 | |||||||
| 0775 | REMOVE CONCRETE MASONRY I-71SB STATION 835+58.61 - 5X5 RCBC | 02403 | CUYD | 14.00 | 14.000 | 14.000 | 14.000 | 400.00 | 5,600.00 | |||
| 0780 | FOUNDATION PREPARATION I-71SB STATION 835+58.61 - 5X5 RCBC | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0785 | CONCRETE-CLASS A I-71SB STATION 835+58.61 - 5X5 RCBC | 08100 | CUYD | 15.60 | 15.600 | 15.600 | 15.600 | 1,575.00 | 24,570.00 | |||
| 0790 | STEEL REINFORCEMENT I-71SB STATION 835+58.61 - 5X5 RCBC | 08150 | LB | 1,154.00 | 1,154.000 | 1,154.000 | 1,154.000 | 2.29 | 2,642.66 | |||
| 0795 | WATER GATE TYPE 3 I-71SB STATION 835+58.61 - 5X5 RCBC | 08707 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 8014 | NON-SPEC MATERIAL Concrete-Class A (I-71SB Station 835-58.61 5 x 5 RCBC | 10070NS | DOLL | 0.00 | 0.001 | -1,811.250 | -1,811.250 | 1.00 | -1,811.25 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0007 BRIDGE - 28505 | |||||||
| 0800 | REMOVE CONCRETE MASONRY RAMP L STA. 410+33.69 - 6X6 RCBC | 02403 | CUYD | 8.00 | 8.000 | 8.000 | 8.000 | 400.00 | 3,200.00 | |||
| 0805 | STRUCTURE EXCAV-SOLID ROCK RAMP L STA. 410+33.69 - 6X6 RCBC | 08002 | CUYD | 6.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0810 | FOUNDATION PREPARATION RAMP L STA. 410+33.69 - 6X6 RCBC | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0815 | CONCRETE-CLASS A RAMP L STA. 410+33.69 - 6X6 RCBC | 08100 | CUYD | 50.10 | 50.100 | 50.100 | 50.100 | 750.00 | 37,575.00 | |||
| 0820 | STEEL REINFORCEMENT RAMP L STA. 410+33.69 - 6X6 RCBC | 08150 | LB | 3,859.00 | 3,859.000 | 3,859.500 | 3,859.500 | 2.29 | 8,838.25 | |||
| 0825 | WATER GATE TYPE 3 RAMP L STA. 410+33.69 - 6X6 RCBC | 08707 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0008 BRIDGE - 28506 | |||||||
| 0830 | REMOVE CONCRETE MASONRY RAMP I STATION 113+92.74 - 6X4 RCBC | 02403 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 0835 | FOUNDATION PREPARATION RAMP I STATION 113+92.74 - 6X4 RCBC | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0840 | CONCRETE-CLASS A RAMP I STATION 113+92.74 - 6X4 RCBC | 08100 | CUYD | 18.90 | 18.900 | 18.900 | 18.900 | 1,828.00 | 34,549.20 | |||
| 0845 | STEEL REINFORCEMENT RAMP I STATION 113+92.74 - 6X4 RCBC | 08150 | LB | 1,467.00 | 1,467.000 | 1,467.000 | 1,467.000 | 2.29 | 3,359.43 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0010 BRIDGE - 28507 | |||||||
| 0850 | REMOVE CONCRETE MASONRY RAMP G STATION 83+30.08 - 8X4 RCBC | 02403 | CUYD | 8.00 | 8.000 | 8.000 | 8.000 | 400.00 | 3,200.00 | |||
| 0855 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0860 | FOUNDATION PREPARATION RAMP G STATION 83+30.08 - 8X4 RCBC | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0865 | CONCRETE-CLASS A RAMP G STATION 83+30.08 - 8X4 RCBC | 08100 | CUYD | 36.60 | 36.600 | 36.600 | 36.600 | 956.00 | 34,989.60 | |||
| 0870 | STEEL REINFORCEMENT RAMP G STATION 83+30.08 - 8X4 RCBC | 08150 | LB | 2,725.00 | 2,725.000 | 2,725.000 | 2,725.000 | 2.29 | 6,240.25 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0011 LIGHTING | |||||||
| 0875 | POLE 40 FT MTG HT | 04701 | EACH | 63.00 | 63.000 | 62.000 | 62.000 | 2,100.00 | 130,200.00 | |||
| 0880 | BRACKET 4 FT | 04720 | EACH | 30.00 | 30.000 | 29.000 | 29.000 | 200.00 | 5,800.00 | |||
| 0885 | BRACKET 10 FT | 04723 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 500.00 | 11,500.00 | |||
| 0890 | BRACKET 15 FT | 04725 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 600.00 | 6,000.00 | |||
| 0895 | POLE BASE | 04740 | EACH | 63.00 | 63.000 | 62.000 | 62.000 | 1,500.00 | 93,000.00 | |||
| 0900 | TRANSFORMER BASE | 04750 | EACH | 63.00 | 63.000 | 62.000 | 62.000 | 400.00 | 24,800.00 | |||
| 0905 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,180.24 | 26,360.48 | |||
| 0910 | FUSED CONNECTOR KIT | 04780 | EACH | 126.00 | 126.000 | 126.000 | 126.000 | 150.00 | 18,900.00 | |||
| 0915 | CONDUIT-3 IN | 04797 | LF | 436.00 | 436.000 | 436.000 | 436.000 | 24.65 | 10,747.40 | |||
| 0920 | TRENCHING AND BACKFILLING | 04820 | LF | 13,030.00 | 13,030.000 | 13,030.000 | 13,030.000 | 10.35 | 134,860.50 | |||
| 0925 | WIRE-NO. 12 | 04832 | LF | 9,078.00 | 9,078.000 | 9,078.000 | 9,078.000 | 0.21 | 1,906.38 | |||
| 0930 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 7.00 | 9.000 | 9.000 | 9.000 | 2,000.00 | 18,000.00 | |||
| 0935 | BORE AND JACK CONDUIT | 21543EN | LF | 214.00 | 214.000 | 214.000 | 214.000 | 115.00 | 24,610.00 | |||
| 0940 | LED LUMINAIRE | 24589ED | EACH | 63.00 | 63.000 | 62.000 | 62.000 | 500.00 | 31,000.00 | |||
| 0945 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 15,195.00 | 15,195.000 | 15,195.000 | 15,195.000 | 3.95 | 60,020.25 | |||
| 8009 | ELECTRICAL CONDUIT Electrical Conduit for future use | 08269 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,874.90 | 6,874.90 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0012 SIGNING | |||||||
| 0950 | GMSS GALV STEEL TYPE A | 06400 | LB | 9,459.00 | 9,459.000 | 7,790.170 | 7,790.170 | 8.50 | 66,216.44 | |||
| 0955 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,537.00 | 2,537.000 | 2,529.750 | 2,529.750 | 28.00 | 70,833.00 | |||
| 0960 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 189.00 | 189.000 | 326.660 | 326.660 | 22.00 | 7,186.52 | |||
| 0965 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 986.00 | 986.000 | 796.750 | 796.750 | 22.00 | 17,528.50 | |||
| 0970 | STEEL POST TYPE 1 | 06410 | LF | 2,075.00 | 2,075.000 | 1,713.260 | 1,713.260 | 22.00 | 37,691.72 | |||
| 0975 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0980 | GMSS GALV STEEL TYPE C | 06441 | LB | 6,709.00 | 6,709.000 | 7,951.450 | 7,951.450 | 11.50 | 91,441.67 | |||
| 0985 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 500.00 | 9,500.00 | |||
| 0990 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 50.00 | 50.000 | 52.000 | 52.000 | 1,200.00 | 62,400.00 | |||
| 0995 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 994.00 | 994.000 | 1,434.000 | 1,434.000 | 3.00 | 4,302.00 | |||
| 1000 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 1005 | ROADWAY CROSS SECTION | 20419ND | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1010 | BARRIER WALL POST | 20912ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 1015 | REMOVE SIGN | 21373ND | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,000.00 | 21,000.00 | |||
| 1020 | GMSS TYPE D | 21596ND | EACH | 27.00 | 27.000 | 46.000 | 46.000 | 800.00 | 36,800.00 | |||
| 1025 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1030 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1035 | BARCODE SIGN INVENTORY | 24631EC | EACH | 80.00 | 80.000 | 132.000 | 132.000 | 35.00 | 4,620.00 | |||
| 8024 | SBM ALUMINUM PANEL SIGNS Historic LaGrange | 06405 | SQFT | 0.00 | 153.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
| 8025 | SBM ALUM SHEET SIGNS .125 IN Historic LaGrange | 06407 | SQFT | 0.00 | 28.000 | 0.000 | 0.000 | 68.25 | 0.00 | |||
| 8026 | GMSS GALV STEEL TYPE C Historic LaGrange | 06441 | LB | 0.00 | 597.000 | 0.000 | 0.000 | 44.74 | 0.00 | |||
| 8027 | GMSS TYPE D Historic LaGrange | 21596ND | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 1,470.00 | 0.00 | |||
| 8028 | CLASS A CONCRETE FOR SIGNS Historic LaGrange | 06490 | CUYD | 0.00 | 5.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 8030 | STEEL REINFORCEMENT Historic LaGrange | 08150 | LB | 0.00 | 220.000 | 0.000 | 0.000 | 4.20 | 0.00 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0013 WATERLINE | |||||||
| 1040 | SAFELOADING WATER | 02690 | CUYD | 10.00 | 10.000 | 10.000 | 10.000 | 732.63 | 7,326.30 | |||
| 1045 | W ENCASEMENT STEEL OPEN CUT RANGE 4 WATER | 14015 | LF | 205.00 | 205.000 | 200.000 | 200.000 | 245.00 | 49,000.00 | |||
| 1050 | W ENCASEMENT STEEL OPEN CUT RANGE 4 WATER | 14015 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 245.00 | 11,025.00 | |||
| 1055 | W FIRE HYDRANT ASSEMBLY WATER | 14019 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,198.00 | 10,198.00 | |||
| 1060 | W PIPE DUCTILE IRON 10 INCH WATER | 14038 | LF | 215.00 | 215.000 | 252.000 | 252.000 | 118.00 | 29,736.00 | |||
| 1065 | W PIPE PVC 10 INCH WATER | 14061 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 96.00 | 6,720.00 | |||
| 1070 | W PIPE PVC 10 INCH WATER | 14061 | LF | 120.00 | 120.000 | 33.000 | 33.000 | 96.00 | 3,168.00 | |||
| 1075 | W PLUG EXISTING MAIN WATER | 14074 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,030.00 | 6,060.00 | |||
| 1080 | W TIE-IN 10 INCH WATER | 14096 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 8,823.00 | 52,938.00 | |||
| 1085 | W VALVE 10 INCH WATER | 14107 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,125.00 | 10,250.00 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0014 SEWER | |||||||
| 1090 | FLOWABLE FILL SEWER | 02220 | CUYD | 10.00 | 10.000 | 15.000 | 15.000 | 372.00 | 5,580.00 | |||
| 1095 | S BYPASS PUMPING SEWER | 15000 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,280.00 | 18,560.00 | |||
| 1100 | S ENCASEMENT STEEL BORED RANGE 3 SEWER | 15016 | LF | 280.00 | 280.000 | 280.000 | 280.000 | 479.00 | 134,120.00 | |||
| 1105 | S FORCE MAIN AIR RLS/VAC VLV 02 IN SEWER | 15026 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,925.00 | 11,925.00 | |||
| 1110 | S FORCE MAIN PVC 06 INCH SEWER | 15060 | LF | 2,024.00 | 2,024.000 | 1,978.000 | 1,978.000 | 99.70 | 197,206.60 | |||
| 1115 | S FORCE MAIN TIE-IN 06 INCH SEWER | 15074 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,844.00 | 15,688.00 | |||
| 1120 | S LINE MARKER SEWER | 15123 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 90.00 | 450.00 | |||
| 1125 | REMOVE PIPE | 24425EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,285.00 | 0.00 | |||
| Project | DE09300712238 | Fed/State Project Number | NHPP 0711 (120) | Category | 0015 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1130 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 730,000.00 | 730,000.00 | |||
| 1135 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 245,015.23 | 0.00 | |||
| SUBTOT | $94,214.74 |
$15,800,719.05 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0590-1-0I |
PIPE, CMP 1.63 MM | LF |
93.00 | 0005 | $43.282000 | $4,025.23 | ||||||
0595-1-0I |
PIPE, CMP 1.63 MM | LF |
335.00 | 0005 | $54.910000 | $18,394.85 | ||||||
0600-1-0I |
PIPE, CMP 1.63 MM | LF |
25.00 | 0005 | $96.900000 | $2,422.50 | ||||||
0610-1-0I |
PIPE, CMP 1.63 MM | LF |
12.00 | 0005 | $17.955000 | $215.46 | ||||||
0615-1-0I |
PIPE, CMP 1.63 MM | LF |
37.00 | 0005 | $22.743000 | $841.49 | ||||||
0620-1-0I |
PIPE, CMP 1.63 MM | LF |
85.00 | 0005 | $43.282000 | $3,678.97 | ||||||
0625-1-0I |
PIPE, CMP 1.63 MM | LF |
25.00 | 0005 | $54.910000 | $1,372.75 | ||||||
1045-1-0I |
UTILITY INCIDENTAL | LF |
250.00 | 0007 | $64.860000 | $16,215.00 | ||||||
1055-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $3449.430000 | $3,449.43 | ||||||
1060-1-0I |
UTILITY INCIDENTAL | LF |
126.00 | 0007 | $43.130000 | $5,434.38 | ||||||
1065-2-0I |
UTILITY INCIDENTAL | LF |
70.00 | 0007 | $36.840000 | $2,578.80 | ||||||
1065-1-0I |
UTILITY INCIDENTAL | LF |
120.00 | 0007 | $36.840000 | $4,420.80 | ||||||
1105-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $1457.190000 | $1,457.19 | ||||||
1110-1-0I |
UTILITY INCIDENTAL | LF |
2,024.00 | 0007 | $14.320000 | $28,983.68 | ||||||
1120-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0007 | $23.230000 | $116.15 | ||||||
0590-1-0A |
PIPE, CMP 1.63 MM | LF |
40.00 | 0007 | $43.282000 | $-1,731.28 | ||||||
0595-1-0A |
PIPE, CMP 1.63 MM | LF |
30.00 | 0007 | $54.910000 | $-1,647.30 | ||||||
0615-1-0A |
PIPE, CMP 1.63 MM | LF |
37.00 | 0007 | $22.743000 | $-841.49 | ||||||
0620-1-0A |
PIPE, CMP 1.63 MM | LF |
85.00 | 0007 | $43.282000 | $-3,678.97 | ||||||
0625-1-0A |
PIPE, CMP 1.63 MM | LF |
25.00 | 0007 | $54.910000 | $-1,372.75 | ||||||
0590-1-0A |
PIPE, CMP 1.63 MM | LF |
8.00 | 0008 | $43.282000 | $-346.26 | ||||||
0595-1-0A |
PIPE, CMP 1.63 MM | LF |
254.00 | 0008 | $54.910000 | $-13,947.14 | ||||||
1045-1-0A |
UTILITY INCIDENTAL | LF |
205.00 | 0008 | $64.860000 | $-13,296.30 | ||||||
1055-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0010 | $3449.430000 | $-3,449.43 | ||||||
1060-1-0A |
UTILITY INCIDENTAL | LF |
126.00 | 0010 | $43.130000 | $-5,434.38 | ||||||
1065-2-0A |
UTILITY INCIDENTAL | LF |
70.00 | 0010 | $36.840000 | $-2,578.80 | ||||||
1065-1-0A |
UTILITY INCIDENTAL | LF |
70.00 | 0010 | $36.840000 | $-2,578.80 | ||||||
1110-1-0A |
UTILITY INCIDENTAL | LF |
640.00 | 0011 | $14.320000 | $-9,164.80 | ||||||
1110-1-0A |
UTILITY INCIDENTAL | LF |
380.00 | 0012 | $14.320000 | $-5,441.60 | ||||||
0590-1-0A |
PIPE, CMP 1.63 MM | LF |
12.00 | 0014 | $43.282000 | $-519.38 | ||||||
1110-1-0A |
UTILITY INCIDENTAL | LF |
18.00 | 0014 | $14.320000 | $-257.76 | ||||||
1105-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0016 | $1457.190000 | $-1,457.19 | ||||||
1110-1-0A |
UTILITY INCIDENTAL | LF |
986.00 | 0016 | $14.320000 | $-14,119.52 | ||||||
1120-1-0A |
UTILITY INCIDENTAL | EACH |
5.00 | 0016 | $23.230000 | $-116.15 | ||||||
1045-1-0A |
UTILITY INCIDENTAL | LF |
-5.00 | 0019 | $64.860000 | $324.30 | ||||||
0610-1-0A |
PIPE, CMP 1.63 MM | LF |
4.00 | 0022 | $17.955000 | $-71.82 | ||||||
0590-1-0A |
PIPE, CMP 1.63 MM | LF |
33.00 | 0026 | $43.282000 | $-1,428.31 | ||||||
0595-1-0A |
PIPE, CMP 1.63 MM | LF |
24.00 | 0027 | $54.910000 | $-1,317.84 | ||||||
0600-1-0A |
PIPE, CMP 1.63 MM | LF |
25.00 | 0032 | $96.900000 | $-2,422.50 | ||||||
0610-1-0A |
PIPE, CMP 1.63 MM | LF |
8.00 | 0032 | $17.955000 | $-143.64 | ||||||
| SUBTOT | $6,567.57 |
|||||||||||
| Project | DE09300712239 | Fed/State Project Number | NHPP 0711 (120) | Category | 0016 LIGHTING REPAIRS | |||||||
| 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 | |
| 8031 | REPAIR Light Pole Damage | 24522EC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 10,160.54 | 0.00 | |||
| SUBTOT | $0.00 |
$15,800,719.05 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||