|
ContID 071042 EST NO 0012 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071042 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06315) Minckley, James A., P.E. | ||||||
| Contractor | THE W L HARPER CO | MARS ADDR SN 0 | |||||
| PO BOX 420 | |||||||
| HEBRON , KY , 41048 | |||||||
| Pay Period | 01/11/2008 TO 01/24/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE008027507W2 | ||||||
| Project No. | IM 275-9 (106) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | COVINGTON-LAWRENCEBURG(IN) ROAD | ||||||
| Description | I-275 PAVEMENT AND BRIDGE REHAB. FROM 0.75 MILE S. OF KY 8 UNDERPASS TO 0.25 MILE SOUTH OF THE KY-IN STATE LINE | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | |||||
| Date Awarded | 08/02/2007 | Date Work Began | 08/06/2007 | ||||
| Date Contract Executed | 08/03/2007 | Open To Traffic | |||||
| Date NTP Issued | 08/03/2007 | Actual Completion Date | |||||
| Current Contract Amount | $14,140,128.26 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $14,033,994.22 |
Total Earnings | $9,542,481.76 |
$9,538,870.37 |
$3,611.39 |
|
| Percent Complete | 67.81 |
Stockpiled Materials | $47,723.31 |
$47,723.31 |
$0.00 |
|
| Funds Available | $4,551,523.19 |
Gross Earnings | $9,590,205.07 |
$9,586,593.68 |
$0.00 |
|
| Total Change Orders | $106,134.04 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,588,605.07 |
$9,584,993.68 |
3,611.39 |
|||
| Contract Id | 071042 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0012 | Project Number | IM 275-9 (106) | |||||||
| Contractor | THE W L HARPER CO | Period | 01/11/2008 TO 01/24/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Shoulder Repair, Asphalt Repair, Striping, Guardrail | Approved | 11/19/2007 | $106,134.04 | 3.0 | |||||
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 |
||
| DE008027507W2 | 0510 | ROADWAY EXCAVATION | OTHER | 0009 | 0.00 |
$0.00 |
$-1,600.00 |
||
| Contract Id | 071042 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE008027507W2 | ||||||
| Estimate Nbr | 0012 | Period | 01/11/2008 TO 01/24/2008 | |||||||
| Contractor | THE W L HARPER CO | |||||||||
| Project | DE008027507W2 | Fed/State Project Number | IM 275-9 (106) | 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 |
| 0010 | DGA BASE | 00001 | TON | 30,247.00 | 30,311.000 | 26,273.450 | 26,273.450 | 16.37 | 430,096.37 | ||
| 0020 | DGA BASE CROSSOVER AND SLIP RAMP | 00001 | TON | 10,242.00 | 10,242.000 | 5,409.930 | 5,409.930 | 17.21 | 93,104.89 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10,781.00 | 11,039.330 | 9,148.150 | 9,148.150 | 15.43 | 141,155.95 | ||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 PERFORATED PIPE DRAINAGE | 00078 | TON | 82.00 | 82.000 | 52.800 | 52.800 | 82.05 | 4,332.24 | ||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 388.00 | 388.000 | 168.810 | 168.810 | 53.00 | 8,946.93 | ||
| 0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 2,021.00 | 2,021.000 | 4,362.610 | 4,362.610 | 50.46 | 220,137.30 | ||
| 0070 | CL3 ASPH BASE 1.50D PG64-22 CROSSOVER AND SLIP RAMP | 00205 | TON | 26.00 | 337.140 | 495.930 | 495.930 | 93.86 | 46,547.98 | ||
| 0080 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 11,415.00 | 11,799.550 | 9,391.110 | 9,391.110 | 48.26 | 453,214.96 | ||
| 0090 | CL4 ASPH BASE 1.50D PG64-22 CROSSOVER AND SLIP RAMP | 00208 | TON | 45.00 | 45.000 | 0.000 | 0.000 | 98.84 | 0.00 | ||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 433.00 | 433.000 | 575.820 | 575.820 | 52.35 | 30,144.17 | ||
| 0110 | CL3 ASPH BASE 1.00D PG64-22 CROSSOVER AND SLIP RAMP | 00214 | TON | 12,627.00 | 12,816.910 | 11,047.410 | 11,047.410 | 52.12 | 575,791.00 | ||
| 0120 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 2,391.00 | 2,602.090 | 3,007.640 | 3,007.640 | 56.47 | 169,841.43 | ||
| 0130 | CL4 ASPH BASE 1.00D PG76-22 CROSSOVER AND SLIP RAMP | 00219 | TON | 59.00 | 59.000 | 126.320 | 126.320 | 95.50 | 12,063.56 | ||
| 0140 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 46.00 | 46.000 | 11.690 | 11.690 | 532.51 | 6,225.04 | ||
| 0150 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 14,797.00 | 14,797.000 | 11,353.520 | 11,353.520 | 2.26 | 25,658.95 | ||
| 0160 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 5,068.00 | 9,698.000 | 5,600.310 | 5,600.310 | 55.03 | 308,185.05 | ||
| 0170 | CL3 ASPH SURF 0.38D PG64-22 CROSSOVER AND SLIP RAMP | 00339 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 136.04 | 0.00 | ||
| 0180 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 992.00 | 992.000 | 0.000 | 0.000 | 68.55 | 0.00 | ||
| 0190 | CL4 ASPH SURF 0.38A PG76-22 CROSSOVER AND SLIP RAMP | 00342 | TON | 36.00 | 36.000 | 0.000 | 0.000 | 121.03 | 0.00 | ||
| 0200 | CULVERT PIPE-18 INCH | 00462 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 134.00 | 9,112.00 | ||
| 0210 | PERFORATED PIPE-4 INCH | 01000 | LF | 18,061.00 | 18,061.000 | 16,297.000 | 16,297.000 | 4.33 | 70,566.01 | ||
| 0220 | PERFORATED PIPE-6 INCH | 01001 | LF | 19,968.00 | 19,968.000 | 19,878.000 | 19,878.000 | 4.84 | 96,209.52 | ||
| 0230 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,277.00 | 1,277.000 | 484.000 | 484.000 | 10.33 | 4,999.72 | ||
| 0240 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 1,695.00 | 1,695.000 | 1,520.000 | 1,520.000 | 11.81 | 17,951.20 | ||
| 0250 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 8,869.67 | 4,434.83 | ||
| 0260 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 30.00 | 30.000 | 22.000 | 22.000 | 448.77 | 9,872.94 | ||
| 0270 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 601.97 | 6,621.67 | ||
| 0280 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 560.72 | 560.72 | ||
| 0290 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 29.00 | 29.000 | 11.000 | 11.000 | 475.17 | 5,226.87 | ||
| 0300 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 583.27 | 2,333.08 | ||
| 0310 | REMOVE PIPE | 01310 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 23.97 | 1,629.96 | ||
| 0320 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,565.47 | 1,565.47 | ||
| 0330 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,676.97 | 0.00 | ||
| 0340 | REMOVE MEDIAN BOX INLET | 01630 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 413.90 | 413.90 | ||
| 0350 | RECONSTRUCT MEDIAN BOX INLET | 01633 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,224.89 | 0.00 | ||
| 0360 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,611.39 | 3,611.39 | 3,611.39 |
| 0370 | ADJUST INLET | 01719 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,224.89 | 3,224.89 | ||
| 0380 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | EACH | 30.00 | 30.000 | 25.000 | 25.000 | 185.84 | 4,646.00 | ||
| 0390 | ISLAND INTEGRAL CURB | 01845 | LF | 576.00 | 576.000 | 837.700 | 837.700 | 15.33 | 12,841.94 | ||
| 0400 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 255.00 | 255.000 | 123.000 | 123.000 | 6.34 | 779.82 | ||
| 0410 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 6.34 | 50.72 | ||
| 0420 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 16.00 | 16.000 | 3.000 | 3.000 | 6.87 | 20.61 | ||
| 0430 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 78.00 | 78.000 | 36.000 | 36.000 | 6.87 | 247.32 | ||
| 0440 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 4,440.00 | 4,440.000 | 4,447.000 | 4,447.000 | 1.70 | 7,559.90 | ||
| 0450 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 175.79 | 1,230.53 | ||
| 0460 | REMOVE PCC PAVEMENT | 02058 | SQYD | 34,749.00 | 34,749.000 | 30,033.840 | 30,033.840 | 13.36 | 401,252.10 | ||
| 0470 | JPC PAVEMENT-11 INCH | 02071 | SQYD | 82,283.00 | 82,283.000 | 37,058.120 | 37,058.120 | 35.36 | 1,310,375.12 | ||
| 0480 | JPC PAVEMENT-11 INCH SHLD | 02072 | SQYD | 41,291.00 | 41,291.000 | 25,819.540 | 25,819.540 | 35.07 | 905,491.26 | ||
| 0490 | REMOVE PAVEMENT | 02091 | SQYD | 864.00 | 1,734.000 | 1,550.000 | 1,550.000 | 3.95 | 6,122.50 | ||
| 0500 | REMOVE PAVED DITCH | 02165 | SQYD | 1,706.00 | 1,706.000 | 1,911.000 | 1,911.000 | 6.44 | 12,306.84 | ||
| 0510 | ROADWAY EXCAVATION | 02200 | CUYD | 15,560.00 | 15,698.000 | 14,600.370 | 14,600.370 | 20.36 | 297,263.53 | ||
| 0520 | DITCHING | 02237 | LF | 10,000.00 | 10,000.000 | 57.000 | 57.000 | 4.60 | 262.20 | ||
| 0530 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 12,212.50 | 12,212.500 | 8,427.500 | 8,427.500 | 14.41 | 121,440.27 | ||
| 0540 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 137.500 | 137.500 | 21.38 | 2,939.75 | ||
| 0550 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 38.01 | 38.01 | ||
| 0560 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,550.03 | 10,200.12 | ||
| 0570 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,273.33 | 6,546.66 | ||
| 0580 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 2,037.91 | 8,151.64 | ||
| 0590 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 754.98 | 3,774.90 | ||
| 0600 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 628.27 | 628.27 | ||
| 0610 | REMOVE GUARDRAIL | 02381 | LF | 13,044.00 | 0.000 | 0.000 | 0.000 | 1.85 | 0.00 | ||
| 0620 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 369.57 | 739.14 | ||
| 0630 | CHANNEL LINING CLASS IA | 02482 | TON | 232.00 | 232.000 | 0.000 | 0.000 | 164.97 | 0.00 | ||
| 0640 | CHANNEL LINING CLASS III | 02484 | TON | 4,579.00 | 4,579.000 | 2,717.900 | 2,717.900 | 26.93 | 73,193.04 | ||
| 0650 | SIGNS | 02562 | SQFT | 3,160.00 | 3,160.000 | 1,480.000 | 1,480.000 | 9.06 | 13,408.80 | ||
| 0660 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 206.95 | 206.95 | ||
| 0670 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.660 | 0.660 | 417,589.00 | 275,608.74 | ||
| 0680 | LANE CLOSURE | 02653 | EACH | 8.00 | 9.000 | 5.000 | 5.000 | 1,838.99 | 9,194.95 | ||
| 0690 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 18,750.83 | 37,501.66 | ||
| 0700 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 502.95 | 2,011.80 | ||
| 0710 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,850.96 | 2,850.96 | ||
| 0720 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 2,675.00 | 2,675.000 | 1,634.660 | 1,634.660 | 6.58 | 10,756.06 | ||
| 0730 | ASPH PAVE MILLING & TEXTURING CROSSOVER AND SLIP RAMP | 02677 | TON | 277.00 | 277.000 | 208.420 | 208.420 | 16.21 | 3,378.48 | ||
| 0740 | RUMBLE STRIPS TYPE 3 | 02695 | LF | 2,096.00 | 2,096.000 | 0.000 | 0.000 | 16.13 | 0.00 | ||
| 0750 | TEMPORARY SILT FENCE | 02701 | LF | 3,000.00 | 3,000.000 | 600.000 | 600.000 | 3.49 | 2,094.00 | ||
| 0760 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 289.42 | 1,736.52 | ||
| 0770 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 155.52 | 311.04 | ||
| 0780 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.25 | 0.00 | ||
| 0790 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.660 | 0.660 | 155,255.34 | 102,468.52 | ||
| 0800 | FLASHING ARROW | 02775 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 251.48 | 502.96 | ||
| 0810 | CRASH CUSHION TYPE IX | 02929 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,273.33 | 3,273.33 | ||
| 0830 | CONDUIT-1 1/4 INCH | 04793 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 10.56 | 0.00 | ||
| 0840 | CONDUIT-2 INCH | 04795 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 10.56 | 0.00 | ||
| 0850 | TRENCHING AND BACKFILLING | 04820 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 10.56 | 0.00 | ||
| 0860 | PIEZOELECTRIC SENSOR | 04829 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,111.82 | 0.00 | ||
| 0870 | LOOP WIRE | 04830 | LF | 1,448.00 | 1,448.000 | 0.000 | 0.000 | 0.68 | 0.00 | ||
| 0880 | LOOP SAW SLOT AND FILL | 04895 | LF | 416.00 | 416.000 | 0.000 | 0.000 | 16.89 | 0.00 | ||
| 0890 | EROSION CONTROL BLANKET | 05950 | SQYD | 75,270.00 | 75,270.000 | 0.000 | 0.000 | 1.12 | 0.00 | ||
| 0900 | TEMPORARY MULCH | 05952 | SQYD | 15,000.00 | 15,000.000 | 9,591.220 | 9,591.220 | 0.15 | 1,438.68 | ||
| 0910 | SEEDING AND PROTECTION | 05985 | SQYD | 70,850.00 | 70,850.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0920 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 188.00 | 188.000 | 43.000 | 43.000 | 43.03 | 1,850.29 | ||
| 0930 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 87.00 | 87.000 | 43.000 | 43.000 | 43.03 | 1,850.29 | ||
| 0940 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 84,700.00 | 84,700.000 | 124,914.000 | 124,914.000 | 0.33 | 41,221.62 | ||
| 0950 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 5,000.00 | 5,000.000 | 1,899.000 | 1,899.000 | 2.11 | 4,006.89 | ||
| 0960 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 13,547.00 | 13,547.000 | 4,083.000 | 4,083.000 | 1.59 | 6,491.97 | ||
| 0970 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 13,547.00 | 13,547.000 | 6,907.000 | 6,907.000 | 1.59 | 10,982.13 | ||
| 0980 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 37,962.00 | 37,962.000 | 0.000 | 0.000 | 3.85 | 0.00 | ||
| 0990 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 28,628.00 | 28,628.000 | 0.000 | 0.000 | 3.85 | 0.00 | ||
| 1000 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 30.52 | 0.00 | ||
| 1010 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 3,100.00 | 3,100.000 | 1,428.000 | 1,428.000 | 7.39 | 10,552.92 | ||
| 1020 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 200.00 | 200.000 | 136.000 | 136.000 | 7.39 | 1,005.04 | ||
| 1030 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 396.00 | 396.000 | 0.000 | 0.000 | 26.72 | 0.00 | ||
| 1040 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 127.00 | 127.000 | 0.000 | 0.000 | 26.72 | 0.00 | ||
| 1050 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 151.00 | 151.000 | 36.000 | 36.000 | 39.10 | 1,407.60 | ||
| 1060 | CONCRETE-CLASS A | 08100 | CUYD | 4.35 | 4.350 | 0.000 | 0.000 | 821.90 | 0.00 | ||
| 1070 | STEEL REINFORCEMENT | 08150 | LB | 8.00 | 8.000 | 0.000 | 0.000 | 0.71 | 0.00 | ||
| 1080 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 79,528.00 | 79,528.000 | 15,791.330 | 15,791.330 | 1.00 | 15,791.33 | ||
| 1090 | FUEL ADJUSTMENT | 10020NS | DOLL | 49,572.00 | 49,572.000 | 4,248.050 | 4,248.050 | 1.00 | 4,248.05 | ||
| 1100 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 71,575.00 | 71,575.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1110 | REM ASPHALT WEDGE CURB | 20192ED | LF | 1,629.00 | 1,629.000 | 1,629.000 | 1,629.000 | 2.88 | 4,691.52 | ||
| 1120 | REMOVE FLUME | 20195ED | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 582.40 | 1,164.80 | ||
| 1130 | TEMPORARY MEDIAN CROSSOVER #1 | 20259ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,847.01 | 16,847.01 | ||
| 1140 | TEMPORARY MEDIAN CROSSOVER #2 | 20259ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 24,728.63 | 0.00 | ||
| 1150 | TEMPORARY MEDIAN CROSSOVER #3 | 20259ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,986.70 | 6,986.70 | ||
| 1160 | TEMPORARY MEDIAN CROSSOVER #4 | 20259ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,418.19 | 0.00 | ||
| 1170 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.17 | 0.00 | ||
| 1180 | SLIP RAMP 1 | 20409ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,999.73 | 11,999.73 | ||
| 1190 | SLIP RAMP 2 | 20409ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,217.80 | 27,217.80 | ||
| 1200 | SLIP RAMP 3 | 20409ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,082.24 | 0.00 | ||
| 1210 | SLIP RAMP 4 | 20409ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,781.70 | 0.00 | ||
| 1220 | JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 527.96 | 0.00 | ||
| 1230 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 4,630.00 | 0.000 | 0.000 | 0.000 | 65.51 | 0.00 | ||
| 1240 | SILT TRAP TYPE C | 20496NS843 | EACH | 35.00 | 35.000 | 21.000 | 21.000 | 207.82 | 4,364.22 | ||
| 1250 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 79.06 | 0.00 | ||
| 1260 | SAWCUT PAVEMENT | 20550ND | LF | 79,864.00 | 79,864.000 | 61,130.000 | 61,130.000 | 1.01 | 61,741.30 | ||
| 1270 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 424.45 | 0.00 | ||
| 1280 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | LF | 4,816.00 | 4,816.000 | 0.000 | 0.000 | 0.66 | 0.00 | ||
| 1290 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | LF | 3,533.00 | 3,533.000 | 0.000 | 0.000 | 0.66 | 0.00 | ||
| 1300 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 118.00 | 118.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 1310 | DISPOSE OF TY 9M TEMP CO | ||||||||||