|
ContID 061104 EST NO 0025 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061104 | Estimate Number | 0025 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07317) Campbell, Harry B., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | MARS ADDR SN 1 | |||||
| PO BOX 537 | |||||||
| WINCHESTER , KY , 40391 | |||||||
| Pay Period | 01/10/2008 TO 01/23/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE0760NEW0604 | ||||||
| Project No. | FD04 076 NEW ROUTE | ||||||
| Primary County | MADISON | ||||||
| Name of Road | BEREA BY-PASS; CONSTRUCT 4-LANE BEREA BY-PASS | ||||||
| Description | SECTION 1 FROM 0.21 MILE WEST OF I-75 AT PEGGY FLATS ROAD EASTWARD TO APP. 150' EAST OF US 25 | ||||||
| Date Let | 12/15/2006 | Formal Acceptance | |||||
| Date Awarded | 12/19/2006 | Date Work Began | 02/19/2007 | ||||
| Date Contract Executed | 01/17/2007 | Open To Traffic | |||||
| Date NTP Issued | 01/17/2007 | Actual Completion Date | |||||
| Current Contract Amount | $17,432,464.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $17,355,676.60 |
Total Earnings | $8,967,571.35 |
$8,820,428.65 |
$147,142.70 |
|
| Percent Complete | 52.06 |
Stockpiled Materials | $106,979.19 |
$106,979.19 |
$0.00 |
|
| Funds Available | $8,357,914.23 |
Gross Earnings | $9,074,550.54 |
$8,927,407.84 |
$0.00 |
|
| Total Change Orders | $76,788.17 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,074,550.54 |
$8,927,407.84 |
147,142.70 |
|||
| Contract Id | 061104 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0025 | Project Number | FD04 076 NEW ROUTE | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 01/10/2008 TO 01/23/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Mass Concrete and Additional Steel | Approved | 11/14/2007 | $76,788.17 | 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 | 061104 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE0760NEW0604 | ||||||
| Estimate Nbr | 0025 | Period | 01/10/2008 TO 01/23/2008 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE0760NEW0604 | Fed/State Project Number | FD04 076 NEW ROUTE | 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 | 64,429.00 | 64,429.000 | 13,063.930 | 13,063.930 | 19.15 | 250,174.25 | ||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 20,267.00 | 20,267.000 | 3,698.640 | 3,698.640 | 39.70 | 146,836.00 | ||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 49.00 | 49.000 | 327.780 | 327.780 | 17.25 | 5,654.20 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 90.00 | 90.000 | 0.000 | 0.000 | 79.00 | 0.00 | ||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,423.00 | 2,423.000 | 201.180 | 201.180 | 59.25 | 11,919.91 | ||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 5,098.00 | 5,098.000 | 517.360 | 517.360 | 49.90 | 25,816.26 | ||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 22,427.00 | 22,427.000 | 4,601.550 | 4,601.550 | 49.90 | 229,617.34 | ||
| 0080 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 20,826.00 | 20,826.000 | 5,057.520 | 5,057.520 | 59.70 | 301,933.94 | ||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,999.00 | 1,999.000 | 60.480 | 60.480 | 59.95 | 3,625.77 | ||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 495.00 | 0.00 | ||
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 853.00 | 853.000 | 0.000 | 0.000 | 68.85 | 0.00 | ||
| 0120 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 56.45 | 0.00 | ||
| 0130 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | TON | 1,228.00 | 1,228.000 | 19.930 | 19.930 | 63.10 | 1,257.58 | ||
| 0140 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | TON | 7,752.00 | 7,752.000 | 0.000 | 0.000 | 69.90 | 0.00 | ||
| 0150 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 35,241.00 | 35,241.000 | 1,024.160 | 1,024.160 | 1.95 | 1,997.11 | ||
| 0160 | ASPHALT CURING SEAL | 00358 | TON | 66.00 | 66.000 | 11.810 | 11.810 | 495.00 | 5,845.95 | ||
| 0170 | ENTRANCE PIPE-15 INCH | 00440 | LF | 454.00 | 454.000 | 163.000 | 163.000 | 32.00 | 5,216.00 | ||
| 0180 | ENTRANCE PIPE-18 INCH | 00441 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 0190 | CULVERT PIPE-15 INCH | 00461 | LF | 472.00 | 472.000 | 0.000 | 0.000 | 43.00 | 0.00 | ||
| 0200 | CULVERT PIPE-18 INCH | 00462 | LF | 861.00 | 861.000 | 624.250 | 624.250 | 45.00 | 28,091.25 | ||
| 0210 | CULVERT PIPE-24 INCH | 00464 | LF | 249.00 | 249.000 | 239.500 | 239.500 | 80.00 | 19,160.00 | ||
| 0220 | CULVERT PIPE-30 INCH | 00466 | LF | 1,071.00 | 1,071.000 | 847.000 | 847.000 | 75.00 | 63,525.00 | ||
| 0230 | CULVERT PIPE-36 INCH | 00468 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 140.00 | 11,900.00 | ||
| 0240 | CULVERT PIPE-42 INCH | 00469 | LF | 197.00 | 197.000 | 0.000 | 0.000 | 105.00 | 0.00 | ||
| 0250 | CULVERT PIPE-48 INCH | 00470 | LF | 217.00 | 217.000 | 217.000 | 217.000 | 120.00 | 26,040.00 | ||
| 0260 | CULVERT PIPE-72 INCH | 00474 | LF | 159.00 | 159.000 | 159.000 | 159.000 | 200.00 | 31,800.00 | ||
| 0270 | STORM SEWER PIPE-15 INCH | 00521 | LF | 1,908.00 | 1,908.000 | 1,161.000 | 1,161.000 | 32.00 | 37,152.00 | ||
| 0280 | STORM SEWER PIPE-18 INCH | 00522 | LF | 421.00 | 421.000 | 265.000 | 265.000 | 38.00 | 10,070.00 | ||
| 0290 | STORM SEWER PIPE-24 INCH | 00524 | LF | 17.00 | 17.000 | 0.000 | 0.000 | 46.00 | 0.00 | ||
| 0300 | PERFORATED PIPE-4 INCH | 01000 | LF | 31,465.00 | 31,465.000 | 3,707.000 | 3,707.000 | 5.25 | 19,461.75 | ||
| 0310 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 656.00 | 656.000 | 64.000 | 64.000 | 12.50 | 800.00 | ||
| 0320 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | ||
| 0330 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 465.00 | 930.00 | ||
| 0340 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 465.00 | 0.00 | ||
| 0350 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0360 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 35.00 | 35.000 | 1.000 | 1.000 | 500.00 | 500.00 | ||
| 0370 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | LF | 70.00 | 70.000 | 178.000 | 178.000 | 140.00 | 24,920.00 | ||
| 0380 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | ||
| 0390 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | ||
| 0400 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | ||
| 0410 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | ||
| 0420 | CURB BOX INLET TYPE A | 01456 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | ||
| 0430 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | ||
| 0440 | DROP BOX INLET TYPE 5B | 01505 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,775.00 | 0.00 | ||
| 0450 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,160.00 | 0.00 | ||
| 0460 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,875.00 | 0.00 | ||
| 0470 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0480 | STANDARD CURB AND GUTTER | 01810 | LF | 2,105.00 | 2,105.000 | 0.000 | 0.000 | 16.85 | 0.00 | ||
| 0490 | ISLAND CURB AND GUTTER | 01825 | LF | 10,166.00 | 10,166.000 | 1,161.000 | 1,161.000 | 15.00 | 17,415.00 | ||
| 0500 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 15.000 | 15.000 | 175.00 | 2,625.00 | ||
| 0510 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 1,238.00 | 1,238.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0520 | REMOVE PAVEMENT | 02091 | SQYD | 8,063.00 | 8,063.000 | 7,201.840 | 7,201.840 | 4.15 | 29,887.63 | ||
| 0530 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 371.00 | 371.000 | 0.000 | 0.000 | 68.00 | 0.00 | ||
| 0540 | TEMPORARY DITCH | 02159 | LF | 8,187.00 | 8,187.000 | 789.000 | 789.000 | 1.35 | 1,065.15 | ||
| 0550 | GRANULAR EMBANKMENT | 02223 | CUYD | 782.00 | 782.000 | 7,785.550 | 7,785.550 | 22.00 | 171,282.10 | ||
| 0560 | EMBANKMENT IN PLACE | 02230 | CUYD | 517,675.00 | 517,675.000 | 20,026.000 | 416,241.850 | 436,267.850 | 6.15 | 123,159.90 | 2,683,047.27 |
| 0570 | WATER | 02242 | MGAL | 970.00 | 970.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0580 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 17,616.00 | 17,616.000 | 7,216.000 | 7,216.000 | 4.63 | 33,410.08 | ||
| 0590 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,775.00 | 6,775.000 | 937.500 | 937.500 | 16.30 | 15,281.25 | ||
| 0600 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0610 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | ||
| 0620 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 425.00 | 0.00 | ||
| 0630 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 232.00 | 0.00 | ||
| 0640 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 1,925.00 | 7,700.00 | ||
| 0650 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 82.40 | 0.00 | ||
| 0660 | CHANNEL LINING CLASS II | 02483 | TON | 3,084.00 | 3,084.000 | 3,869.680 | 3,869.680 | 25.00 | 96,742.00 | ||
| 0670 | CHANNEL LINING CLASS III | 02484 | TON | 2,143.00 | 2,143.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0680 | CLEARING AND GRUBBING 87.65 ACRES | 02545 | LS | 1.00 | 1.000 | 0.100 | 0.850 | 0.950 | 20,000.00 | 2,000.00 | 19,000.00 |
| 0690 | CONCRETE-CLASS B | 02555 | CUYD | 39.18 | 39.180 | 0.000 | 0.000 | 450.00 | 0.00 | ||
| 0700 | SIGNS PERMANENT | 02562 | SQFT | 696.00 | 696.000 | 0.000 | 0.000 | 25.30 | 0.00 | ||
| 0710 | SIGNS TEMPORARY | 02562 | SQFT | 744.00 | 744.000 | 722.500 | 722.500 | 7.50 | 5,418.75 | ||
| 0720 | EDGE KEY | 02585 | LF | 186.00 | 186.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0730 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 11,045.00 | 11,045.000 | 9,956.000 | 9,956.000 | 1.50 | 14,934.00 | ||
| 0740 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.350 | 0.450 | 100,000.00 | 10,000.00 | 45,000.00 |
| 0750 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 25,000.00 | 6,250.00 | ||
| 0760 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | ||
| 0770 | TEMPORARY SILT FENCE | 02701 | LF | 3,050.00 | 3,050.000 | 11,544.000 | 11,544.000 | 3.25 | 37,518.00 | ||
| 0780 | SAND FOR BLOTTER | 02702 | TON | 164.00 | 164.000 | 0.000 | 0.000 | 34.60 | 0.00 | ||
| 0790 | SILT TRAP TYPE A | 02703 | EACH | 25.00 | 25.000 | 7.000 | 7.000 | 450.00 | 3,150.00 | ||
| 0800 | SILT TRAP TYPE B | 02704 | EACH | 159.00 | 159.000 | 9.000 | 85.000 | 94.000 | 200.00 | 1,800.00 | 18,800.00 |
| 0810 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 75.00 | 75.000 | 4.000 | 4.000 | 75.00 | 300.00 | ||
| 0820 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 477.00 | 477.000 | 5.000 | 40.000 | 45.000 | 50.00 | 250.00 | 2,250.00 |
| 0830 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 9,150.00 | 9,150.000 | 200.000 | 1,207.000 | 1,407.000 | 0.75 | 150.00 | 1,055.25 |
| 0840 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 950.00 | 950.000 | 0.000 | 0.000 | 28.00 | 0.00 | ||
| 0850 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 35,000.00 | 17,500.00 | ||
| 0860 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | ||
| 0870 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | ||
| 0880 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 300.00 | 300.000 | 100.000 | 100.000 | 50.00 | 5,000.00 | ||
| 0890 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,124.00 | 15,124.000 | 4,796.048 | 4,796.048 | 1.10 | 5,275.65 | ||
| 0900 | TEMPORARY MULCH | 05952 | SQYD | 178,499.00 | 178,499.000 | 191,468.107 | 191,468.107 | 0.12 | 22,976.17 | ||
| 0910 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 89,250.00 | 89,250.000 | 120,934.115 | 120,934.115 | 0.15 | 18,140.11 | ||
| 0920 | SEEDING AND PROTECTION | 05985 | SQYD | 178,499.00 | 178,499.000 | 117,180.886 | 117,180.886 | 0.24 | 28,123.41 | ||
| 0930 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 30,256.00 | 30,256.000 | 67,630.833 | 67,630.833 | 0.16 | 10,820.93 | ||
| 0940 | SODDING | 05990 | SQYD | 15,072.00 | 15,072.000 | 0.000 | 0.000 | 3.60 | 0.00 | ||
| 0950 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 9,480.00 | 9,480.000 | 848.000 | 26,441.000 | 27,289.000 | 0.15 | 127.20 | 4,093.35 |
| 0960 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 83,910.00 | 83,910.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 0970 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 234.00 | 234.000 | 0.000 | 0.000 | 0.65 | 0.00 | ||
| 0980 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | LF | 1,911.00 | 1,911.000 | 0.000 | 0.000 | 0.65 | 0.00 | ||
| 0990 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 4,880.00 | 4,880.000 | 0.000 | 0.000 | 0.95 | 0.00 | ||
| 1000 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,880.00 | 4,880.000 | 0.000 | 0.000 | 0.95 | 0.00 | ||
| 1010 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 626.00 | 626.000 | 108.000 | 108.000 | 6.00 | 648.00 | ||
| 1020 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 13,540.00 | 13,540.000 | 0.000 | 0.000 | 0.50 | 0.00 | ||
| 1030 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 89.00 | 89.000 | 8.000 | 8.000 | 70.00 | 560.00 | ||
| 1040 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
| 1050 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 90.00 | 90.000 | 228.000 | 228.000 | 5.00 | 1,140.00 | ||
| 1060 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 344.00 | 344.000 | 0.000 | 0.000 | 18.00 | 0.00 | ||
| 1070 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 262.00 | 262.000 | 0.000 | 0.000 | 18.00 | 0.00 | ||
| 1080 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 249.00 | 249.000 | 0.000 | 0.000 | 18.00 | 0.00 | ||
| 1090 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 18.00 | 0.00 | ||
| 1100 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 37.00 | 37.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 1110 | CONCRETE-CLASS A | 08100 | CUYD | 68.25 | 68.250 | 54.980 | 54.980 | 900.00 | 49,482.00 | ||
| 1120 | STEEL REINFORCEMENT | 08150 | LB | 4,527.00 | 4,527.000 | 2,745.000 | 2,745.000 | 1.00 | 2,745.00 | ||
| 1130 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 128,812.00 | 128,812.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1140 | FUEL ADJUSTMENT | 10020NS | DOLL | 149,532.00 | 149,532.000 | 53,985.810 | 53,985.810 | 1.00 | 53,985.81 | ||
| 1150 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 115,932.00 | 115,932.000 | -10,042.190 | -10,042.190 | 1.00 | -10,042.19 | ||
| 1160 | BORE & JACK PIPE | 20211ES706 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 800.00 | 80,000.00 | ||
| 1170 | SILT TRAP TYPE C | 20496NS843 | EACH | 26.00 | 26.000 | 5.000 | 0.000 | 5.000 | 300.00 | 1,500.00 | 1,500.00 |
| 1180 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 78.00 | 78.000 | -5.000 | 5.000 | 0.000 | 55.00 | -275.00 | 0.00 |
| 1190 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 1200 | TRAFFIC SIGNAL | 20704ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | ||
| 1210 | REMOVE, STORE, AND REINSTALL SIGN | 21134ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 18,500.00 | 0.00 | ||
| 1220 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,293.00 | 1,293.000 | 1,293.000 | 1,293.000 | 2.00 | 2,586.00 | ||
| Project | DE0760NEW0604 | Fed/State Project Number | FD04 076 NEW ROUTE | Category | 0002 BRIDGE | ||||||
| 1230 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 204.00 | 204.000 | 204.000 | 204.000 | 25.00 | 5,100.00 | ||
| 1240 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 220.00 | 220.000 | 220.000 | 220.000 | 6.00 | 1,320.00 | ||
| 1250 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 44.00 | 144.000 | 144.886 | 144.886 | 50.00 | 7,244.30 | ||
| 1260 | FOUNDATION PREPARATION 25584 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | ||
| 1270 | REINF CONC SLOPE WALL-6 INCH | 08016 | SQYD | 1,754.00 | 1,754.000 | 1,695.000 | 1,695.000 | 98.00 | 166,110.00 | ||
| 1280 | TEST PILES | 08033 | LF | 103.00 | 103.000 | 103.000 | 103.000 | 50.00 | 5,150.00 | ||
| 1290 | PILES-STEEL HP12X53 | 08046 | LF | 1,098.00 | 1,098.000 | 1,140.680 | 1,140.680 | 42.00 | |||