|
ContID 051010 EST NO 0050 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051010 | Estimate Number | 0050 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07312) Russell, Shawn P. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | MARS ADDR SN 0 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 12/11/2007 TO 01/21/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE08704600510 | ||||||
| Project No. | FD04 087 0460 007-009 | ||||||
| Primary County | MONTGOMERY | ||||||
| Name of Road | MT.STERLING-PARIS ROAD (US 460) | ||||||
| Description | WIDEN TO 5 LANES FROM KY686 TO NORTH OF I-64 INTERCHANGE IN MT. STERLING | ||||||
| Date Let | 10/21/2005 | Formal Acceptance | |||||
| Date Awarded | 10/27/2005 | Date Work Began | 11/22/2005 | ||||
| Date Contract Executed | 11/04/2005 | Open To Traffic | |||||
| Date NTP Issued | 11/03/2005 | Actual Completion Date | |||||
| Current Contract Amount | $8,694,977.34 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,073,718.69 |
Total Earnings | $8,134,134.76 |
$8,104,913.97 |
$29,220.79 |
|
| Percent Complete | 93.55 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $560,842.58 |
Gross Earnings | $8,134,134.76 |
$8,104,913.97 |
$0.00 |
|
| Total Change Orders | $621,258.65 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,134,134.76 |
$8,104,913.97 |
29,220.79 |
|||
| Contract Id | 051010 | Change Order Summary |
County | MONTGOMERY | ||||||
| Estimate Nbr | 0050 | Project Number | FD04 087 0460 007-009 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 12/11/2007 TO 01/21/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Changes Encountered During Bridge Construction | Approved | 05/23/2006 | $211,434.71 | 16.0 | |||||
| 002 | Delay Costs | Approved | 08/25/2006 | $145,755.45 | 34.0 | |||||
| 003 | Revision No. 1 | Approved | 09/22/2006 | $12,600.00 | 0.0 | |||||
| 004 | Traffic Bound Base and L&W | Approved | 09/25/2006 | $129,792.00 | 0.0 | |||||
| 005 | Temporary Striping & Additional Clearing & Grubbing | Approved | 05/14/2007 | $5,860.00 | 0.0 | |||||
| 006 | Time Adjustment, Turn Lane, Striping | Approved | 01/09/2008 | $115,816.49 | 58.0 | |||||
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 | 051010 | COMMONWEALTH OF KENTUCKY |
County | MONTGOMERY | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE08704600510 | ||||||
| Estimate Nbr | 0050 | Period | 12/11/2007 TO 01/21/2008 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE08704600510 | Fed/State Project Number | FD04 087 0460 007-009 | 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 |
| 0010 | DGA BASE | 00001 | TON | 39,505.00 | 40,705.000 | 42,773.810 | 42,773.810 | 19.85 | 849,060.12 | ||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 7,480.00 | 7,480.000 | 7,097.160 | 7,097.160 | 40.40 | 286,725.26 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 78.00 | 78.000 | 51.350 | 51.350 | 80.00 | 4,108.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 131.00 | 131.000 | 152.230 | 152.230 | 85.00 | 12,939.55 | ||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,812.00 | 3,812.000 | 3,934.490 | 3,934.490 | 53.85 | 211,872.28 | ||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 20,219.00 | 20,439.000 | 19,053.460 | 19,053.460 | 53.35 | 1,016,502.09 | ||
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 7,625.00 | 7,795.000 | 8,553.860 | 8,553.860 | 61.85 | 529,056.24 | ||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 16.00 | 16.000 | 18.280 | 18.280 | 550.00 | 10,054.00 | ||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,479.00 | 1,479.000 | 1,850.320 | 1,850.320 | 61.40 | 113,609.64 | ||
| 0100 | ASPHALT CURING SEAL | 00358 | TON | 41.00 | 41.000 | 34.490 | 34.490 | 450.00 | 15,520.50 | ||
| 0110 | CULVERT PIPE-15 INCH | 00461 | LF | 14.00 | 14.000 | 25.000 | 25.000 | 100.00 | 2,500.00 | ||
| 0120 | CULVERT PIPE-18 INCH | 00462 | LF | 233.00 | 233.000 | 386.000 | 386.000 | 60.00 | 23,160.00 | ||
| 0130 | CULVERT PIPE-36 INCH | 00468 | LF | 14.00 | 14.000 | 14.000 | 14.000 | 130.00 | 1,820.00 | ||
| 0140 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 122.00 | 122.000 | 142.000 | 142.000 | 60.00 | 8,520.00 | ||
| 0150 | STORM SEWER PIPE-15 INCH | 00521 | LF | 336.00 | 336.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | LF | 540.00 | 540.000 | 432.000 | 432.000 | 55.00 | 23,760.00 | ||
| 0170 | STORM SEWER PIPE-24 INCH | 00524 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 90.00 | 0.00 | ||
| 0180 | STORM SEWER PIPE-30 INCH | 00526 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 80.00 | 0.00 | ||
| 0190 | STORM SEWER PIPE-42 INCH | 00529 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 95.00 | 0.00 | ||
| 0200 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | LF | 280.00 | 280.000 | 142.000 | 142.000 | 75.00 | 10,650.00 | ||
| 0210 | STORM SEWER PIPE-36 INCH EQUIV | 00558 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 0220 | PERFORATED PIPE-4 INCH | 01000 | LF | 17,319.00 | 17,319.000 | 8,911.000 | 8,911.000 | 7.20 | 64,159.20 | ||
| 0230 | PERFORATED PIPE-6 INCH | 01001 | LF | 37.00 | 37.000 | 940.000 | 940.000 | 15.00 | 14,100.00 | ||
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 634.00 | 634.000 | 654.000 | 654.000 | 18.00 | 11,772.00 | ||
| 0250 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 16.00 | 16.000 | 10.000 | 10.000 | 10.00 | 100.00 | ||
| 0260 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,600.00 | 7,600.00 | ||
| 0270 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 30.00 | 30.000 | 6.000 | 6.000 | 475.00 | 2,850.00 | ||
| 0280 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 6.00 | 6.000 | 10.000 | 10.000 | 475.00 | 4,750.00 | ||
| 0290 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 14.00 | 14.000 | 5.000 | 5.000 | 525.00 | 2,625.00 | ||
| 0300 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0310 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 24.00 | 24.000 | 15.000 | 15.000 | 525.00 | 7,875.00 | ||
| 0320 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0330 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 200.00 | 600.00 | ||
| 0340 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | ||
| 0350 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | ||
| 0360 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | ||
| 0370 | CURB BOX INLET TYPE A | 01456 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0380 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | ||
| 0390 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | ||
| 0400 | JUNCTION BOX-18 INCH | 01642 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | ||
| 0410 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | ||
| 0420 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | ||
| 0430 | STANDARD CURB AND GUTTER | 01810 | LF | 400.00 | 400.000 | 27.000 | 27.000 | 25.00 | 675.00 | ||
| 0440 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 25.000 | 25.000 | 50.00 | 1,250.00 | ||
| 0450 | STANDARD HEADER CURB | 01875 | LF | 1,254.00 | 1,254.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0460 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 855.00 | 855.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0470 | CONC MEDIAN BARRIER TYPE 12B2 | 01953 | LF | 449.00 | 449.000 | 449.000 | 449.000 | 100.00 | 44,900.00 | ||
| 0480 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 41.00 | 141.000 | 20.000 | 20.000 | 10.00 | 200.00 | ||
| 0490 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 120.00 | 120.000 | 40.000 | 40.000 | 10.00 | 400.00 | ||
| 0500 | INSTALL TEMP CONC MED BARR TY 9T | 01992 | LF | 1,580.00 | 2,780.000 | 2,400.000 | 2,400.000 | 32.00 | 76,800.00 | ||
| 0510 | BARRICADE-TYPE III | 02014 | EACH | 18.00 | 18.000 | 15.000 | 15.000 | 200.00 | 3,000.00 | ||
| 0520 | REMOVE PAVEMENT | 02091 | SQYD | 3,935.00 | 3,935.000 | 0.000 | 0.000 | 2.50 | 0.00 | ||
| 0530 | ROADWAY EXCAVATION | 02200 | CUYD | 68,122.00 | 69,334.000 | 74,768.000 | 74,768.000 | 9.40 | 702,819.20 | ||
| 0540 | GRANULAR EMBANKMENT | 02223 | CUYD | 7,448.00 | 7,448.000 | 9,224.930 | 9,224.930 | 14.00 | 129,149.02 | ||
| 0550 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0560 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 453.00 | 453.000 | 1,281.000 | 1,281.000 | 4.05 | 5,188.05 | ||
| 0570 | REMOVE FENCE | 02265 | LF | 331.00 | 331.000 | 331.000 | 331.000 | 1.48 | 489.88 | ||
| 0580 | REMOVE & REPLACE FENCE | 02268 | LF | 7,671.00 | 7,671.000 | 5,029.000 | 5,029.000 | 4.91 | 24,692.39 | ||
| 0590 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,800.00 | 3,800.000 | 4,637.500 | 4,637.500 | 13.70 | 63,533.75 | ||
| 0600 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,715.00 | 3,430.00 | ||
| 0610 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 416.00 | 3,744.00 | ||
| 0620 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 428.75 | 428.75 | ||
| 0630 | REMOVE GUARDRAIL | 02381 | LF | 2,200.00 | 2,200.000 | 5,012.500 | 5,012.500 | 1.20 | 6,015.00 | ||
| 0640 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,597.00 | 6,388.00 | ||
| 0650 | CHANNEL LINING CLASS II | 02483 | TON | 2,452.00 | 2,452.000 | 1,544.500 | 1,544.500 | 20.00 | 30,890.00 | ||
| 0660 | CHANNEL LINING CLASS III | 02484 | TON | 2,968.00 | 2,968.000 | 2,328.380 | 2,328.380 | 20.00 | 46,567.60 | ||
| 0670 | CLEARING AND GRUBBING 28 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | ||
| 0675 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | ||
| 0680 | SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 808.000 | 808.000 | 8.50 | 6,868.00 | ||
| 0690 | EDGE KEY | 02585 | LF | 291.00 | 291.000 | 268.000 | 268.000 | 85.00 | 22,780.00 | ||
| 0700 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 4,975.00 | 4,975.000 | 3,799.000 | 3,799.000 | 2.00 | 7,598.00 | ||
| 0710 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,478.00 | 2,478.000 | 1,500.000 | 1,500.000 | 2.00 | 3,000.00 | ||
| 0720 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 70,639.00 | 70,639.000 | 52,988.280 | 52,988.280 | 2.25 | 119,223.63 | ||
| 0730 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.960 | 0.960 | 117,000.00 | 112,320.00 | ||
| 0740 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 450.00 | 450.000 | 384.550 | 384.550 | 65.00 | 24,995.75 | ||
| 0750 | TEMPORARY SILT FENCE | 02701 | LF | 9,850.00 | 9,850.000 | 3,124.000 | 3,124.000 | 2.00 | 6,248.00 | ||
| 0760 | SAND FOR BLOTTER | 02702 | TON | 61.00 | 61.000 | 222.420 | 222.420 | 45.00 | 10,008.90 | ||
| 0770 | SILT TRAP TYPE B TY II | 02704 | EACH | 60.00 | 60.000 | 66.000 | 66.000 | 200.00 | 13,200.00 | ||
| 0771 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,440.00 | 1,440.000 | 18.000 | 18.000 | 5.00 | 90.00 | ||
| 0790 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 23,640.00 | 23,640.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0800 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 70.00 | 70.000 | 80.000 | 80.000 | 60.00 | 4,800.00 | ||
| 0810 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.960 | 0.960 | 50,000.00 | 48,000.00 | ||
| 0820 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | ||
| 0830 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | ||
| 0840 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | ||
| 0850 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,912.75 | 9,825.50 | ||
| 0860 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,178.00 | 9,178.000 | 9,206.600 | 9,206.600 | 1.10 | 10,127.26 | ||
| 0861 | TEMPORARY MULCH | 05952 | SQYD | 83,568.00 | 83,568.000 | 15,514.000 | 15,514.000 | 0.12 | 1,861.68 | ||
| 0870 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 83,568.00 | 83,568.000 | 41,834.000 | 41,834.000 | 0.16 | 6,693.44 | ||
| 0880 | TOPDRESSING FERTILIZER | 05966 | TON | 4.30 | 4.300 | 0.000 | 0.000 | 403.00 | 0.00 | ||
| 0890 | SEEDING AND PROTECTION | 05985 | SQYD | 65,768.00 | 65,768.000 | 90,308.760 | 90,308.760 | 0.22 | 19,867.92 | ||
| 0900 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 17,800.00 | 17,800.000 | 17,701.100 | 17,701.100 | 0.17 | 3,009.18 | ||
| 0910 | SODDING | 05990 | SQYD | 1,064.00 | 1,064.000 | 1,100.000 | 1,100.000 | 3.40 | 3,740.00 | ||
| 0920 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 89.00 | 89.000 | 0.000 | 0.000 | 20.00 | 0.00 | ||
| 0930 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 26,700.00 | 26,700.000 | 38,994.000 | 38,994.000 | 0.17 | 6,628.98 | ||
| 0940 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 30,775.00 | 30,775.000 | 24,109.000 | 24,109.000 | 0.21 | 5,062.89 | ||
| 0950 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 14,173.00 | 14,173.000 | 20,601.000 | 20,601.000 | 0.17 | 3,502.17 | ||
| 0960 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 9,249.00 | 9,249.000 | 10,290.000 | 10,290.000 | 0.65 | 6,688.50 | ||
| 0970 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 4,101.00 | 4,101.000 | 3,768.000 | 3,768.000 | 0.63 | 2,373.84 | ||
| 0980 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 3,578.00 | 3,578.000 | 2,864.000 | 2,864.000 | 7.00 | 20,048.00 | ||
| 0990 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 903.00 | 903.000 | 728.000 | 728.000 | 7.75 | 5,642.00 | ||
| 1000 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 4,848.00 | 4,848.000 | 1,738.000 | 1,738.000 | 1.75 | 3,041.50 | ||
| 1010 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 1,752.00 | 1,752.000 | 0.000 | 0.000 | 0.75 | 0.00 | ||
| 1020 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 82.50 | 0.00 | ||
| 1030 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 71.00 | 71.000 | 58.000 | 58.000 | 90.00 | 5,220.00 | ||
| 1040 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 125.00 | 500.00 | ||
| 1050 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 130.00 | 130.000 | 215.000 | 215.000 | 27.50 | 5,912.50 | ||
| 1060 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 103.00 | 103.000 | 337.000 | 337.000 | 27.50 | 9,267.50 | ||
| 1080 | CONCRETE-CLASS A | 08100 | CUYD | 18.71 | 18.710 | 33.190 | 33.190 | 975.00 | 32,360.25 | ||
| 1090 | STEEL REINFORCEMENT | 08150 | LB | 720.00 | 720.000 | 819.000 | 819.000 | 1.25 | 1,023.75 | ||
| 1101 | TEMPORARY DITCH | 02159 | LF | 10,840.00 | 10,840.000 | 0.000 | 0.000 | 1.50 | 0.00 | ||
| 1120 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 3,673.00 | 3,748.000 | 4,364.540 | 4,364.540 | 75.70 | 330,395.67 | ||
| 1121 | SILT TRAP TYPE C | 20496NS843 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | ||
| 1122 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 72.00 | 72.000 | 12.000 | 12.000 | 5.00 | 60.00 | ||
| 1130 | SAW CUT PAVE LONGITUDINAL AND MILLING | 20567ED | LF | 4,553.00 | 4,553.000 | 4,791.000 | 4,791.000 | 3.00 | 14,373.00 | ||
| 1760 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | ||
| 8000 | REMOVE AND RELAY PIPE | 01312 | LF | 0.00 | 175.000 | 20.000 | 20.000 | 33.00 | 660.00 | ||
| 8001 | CULVERT PIPE-15 INCH EQUIV | 00490 | LF | 0.00 | 175.000 | 120.000 | 120.000 | 57.00 | 6,840.00 | ||
| 8002 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 0.00 | 500.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 8003 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | ||
| 8004 | LANE CLOSURE | 02653 | EACH | 0.00 | 4.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | ||
| 8011 | EW~ 3 " Force Main Repair | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,320.82 | 1,320.82 | ||
| 8012 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 8,250.00 | 16,500.00 | ||
| 8013 | DROP BOX INLET TYPE 2 MODIFIED /w apron | 01494 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,097.07 | 7,097.07 | ||
| 8014 | STANDARD BARRIER MEDIAN TYPE 2 Revised Price | 01917 | SQYD | 0.00 | 227.000 | 227.000 | 227.000 | 161.44 | 36,648.82 | ||
| 8015 | STANDARD HEADER CURB Revised Price | 01875 | LF | 0.00 | 371.000 | 435.000 | 435.000 | 52.97 | 23,043.11 | ||
| 8016 | CURB BOX INLET TYPE A Revised Price | 01456 | EACH | 0.00 | 4.000 | 1.000 | 1.000 | 5,632.06 | 5,632.06 | ||
| 8017 | STORM SEWER PIPE-30 INCH EQUI | ||||||||||