|
ContID 079051 EST NO 0002 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 079051 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10312) Stamper, Darren B., P.E. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | MARS ADDR SN 2 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 12/14/2007 TO 01/28/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DB11990000751 | ||||||
| Project No. | FD04 9000 | ||||||
| Primary County | WOLFE | ||||||
| Name of Road | DESIGN BUILD MOUNTAIN PARKWAY (9000 & 9009) | ||||||
| Description | DB - FROM EAST OF KY 1653 INTERCHANGE TO KY 191 INTERCHANGE | ||||||
| Date Let | 09/14/2007 | Formal Acceptance | |||||
| Date Awarded | 10/19/2007 | Date Work Began | 11/25/2007 | ||||
| Date Contract Executed | 11/02/2007 | Open To Traffic | |||||
| Date NTP Issued | 11/02/2007 | Actual Completion Date | |||||
| Current Contract Amount | $45,623,391.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $45,623,391.00 |
Total Earnings | $1,198,502.84 |
$1,078,795.29 |
$119,707.55 |
|
| Percent Complete | 2.63 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $44,424,888.16 |
Gross Earnings | $1,198,502.84 |
$1,078,795.29 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,198,502.84 |
$1,078,795.29 |
119,707.55 |
|||
| Contract Id | 079051 | Change Order Summary |
County | WOLFE | ||||||
| Estimate Nbr | 0002 | Project Number | FD04 9000 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 12/14/2007 TO 01/28/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 079051 | COMMONWEALTH OF KENTUCKY |
County | WOLFE | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DB11990000751 | ||||||
| Estimate Nbr | 0002 | Period | 12/14/2007 TO 01/28/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | 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 | CRUSHED STONE BASE | 00003 | TON | 77,502.00 | 77,502.000 | 0.000 | 0.000 | 19.75 | 0.00 | ||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 23.00 | 0.00 | ||
| 0030 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 12,145.00 | 12,145.000 | 0.000 | 0.000 | 39.20 | 0.00 | ||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 90.00 | 90.000 | 0.000 | 0.000 | 85.00 | 0.00 | ||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 481.00 | 481.000 | 0.000 | 0.000 | 69.25 | 0.00 | ||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 19,143.00 | 19,143.000 | 0.000 | 0.000 | 54.00 | 0.00 | ||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,723.00 | 9,723.000 | 0.000 | 0.000 | 52.25 | 0.00 | ||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 37,274.00 | 37,274.000 | 0.000 | 0.000 | 52.25 | 0.00 | ||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,360.00 | 6,360.000 | 0.000 | 0.000 | 53.25 | 0.00 | ||
| 0100 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | TON | 19,720.00 | 19,720.000 | 0.000 | 0.000 | 61.25 | 0.00 | ||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 60.00 | 60.000 | 0.000 | 0.000 | 550.00 | 0.00 | ||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 61.25 | 0.00 | ||
| 0130 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 5,603.00 | 5,603.000 | 0.000 | 0.000 | 65.70 | 0.00 | ||
| 0140 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 31,878.00 | 31,878.000 | 0.000 | 0.000 | 2.10 | 0.00 | ||
| 0150 | CULVERT PIPE-18 INCH | 00462 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 87.00 | 0.00 | ||
| 0160 | BORE AND JACK 18 IN PIPE REPLACE EX. 18" PIPE | 21290ND | LF | 1,008.00 | 1,008.000 | 0.000 | 0.000 | 418.00 | 0.00 | ||
| 0170 | CULVERT PIPE-24 INCH | 00464 | LF | 367.00 | 367.000 | 0.000 | 0.000 | 95.40 | 0.00 | ||
| 0180 | BORE AND JACK PIPE-24 IN REPLACE EX. 24" PIPE | 21799EN | LF | 2,291.00 | 2,291.000 | 0.000 | 0.000 | 454.00 | 0.00 | ||
| 0190 | BORE AND JACK PIPE-30 IN REPLACE EX. 30" PIPE | 21800EN | LF | 349.00 | 349.000 | 0.000 | 0.000 | 475.00 | 0.00 | ||
| 0200 | CULVERT PIPE-36 INCH | 00468 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 166.70 | 0.00 | ||
| 0210 | BORE & JACK PIPE REPLACE EX. 36" PIPE | 20211ES706 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 599.00 | 0.00 | ||
| 0220 | BORE & JACK 42 INCH CULVERT PIPE | 21540ES706 | LF | 340.00 | 340.000 | 0.000 | 0.000 | 648.00 | 0.00 | ||
| 0230 | CULVERT PIPE-42 INCH | 00469 | LF | 61.00 | 61.000 | 0.000 | 0.000 | 185.70 | 0.00 | ||
| 0240 | STORM SEWER PIPE-15 INCH | 00521 | LF | 4,805.00 | 4,805.000 | 0.000 | 0.000 | 87.30 | 0.00 | ||
| 0250 | STORM SEWER PIPE-18 INCH | 00522 | LF | 2,342.00 | 2,342.000 | 0.000 | 0.000 | 89.60 | 0.00 | ||
| 0260 | STORM SEWER PIPE-18 INCH MEDIAN | 00522 | LF | 4,528.00 | 4,528.000 | 0.000 | 0.000 | 138.50 | 0.00 | ||
| 0270 | STORM SEWER PIPE-24 INCH | 00524 | LF | 888.00 | 888.000 | 0.000 | 0.000 | 91.70 | 0.00 | ||
| 0280 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,184.00 | 1,184.000 | 0.000 | 0.000 | 122.20 | 0.00 | ||
| 0290 | STORM SEWER PIPE-36 INCH | 00528 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 206.20 | 0.00 | ||
| 0300 | PERFORATED PIPE-4 INCH | 01000 | LF | 26,000.00 | 26,000.000 | 0.000 | 0.000 | 16.40 | 0.00 | ||
| 0310 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 3,500.00 | 3,500.000 | 0.000 | 0.000 | 15.20 | 0.00 | ||
| 0320 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 550.00 | 0.00 | ||
| 0330 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 550.00 | 0.00 | ||
| 0340 | SEWER PIPE-4 INCH 4" PLASTIC | 01050 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 50.76 | 0.00 | ||
| 0350 | STEEL ENCASEMENT PIPE-8 INCH | 01065 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 172.59 | 0.00 | ||
| 0360 | DUCTILE IRON PIPE-4 INCH 4" STEEL | 01091 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 76.14 | 0.00 | ||
| 0370 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,540.00 | 0.00 | ||
| 0380 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,650.00 | 0.00 | ||
| 0390 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,790.00 | 0.00 | ||
| 0400 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,210.00 | 0.00 | ||
| 0410 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | ||
| 0420 | DROP BOX INLET TYPE 13G | 01559 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 3,960.00 | 0.00 | ||
| 0430 | CONC MED BARR BOX INLET TY 12B1 | 01608 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 10,910.00 | 0.00 | ||
| 0440 | JUNCTION BOX | 01650 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 3,120.00 | 0.00 | ||
| 0450 | REMOVE INLET REMOVE STRUCTURE (EX. HEADWALL OR INLET) | 01718 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 1,042.00 | 0.00 | ||
| 0460 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,580.00 | 0.00 | ||
| 0470 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 17.50 | 0.00 | ||
| 0480 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 241.00 | 241.000 | 0.000 | 0.000 | 17.50 | 0.00 | ||
| 0490 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 37,700.00 | 37,700.000 | 0.000 | 0.000 | 7.30 | 0.00 | ||
| 0500 | BARRICADE-TYPE III | 02014 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
| 0510 | REMOVE PAVEMENT EXISTING RAMP WEST | 02091 | SQYD | 5,128.00 | 5,128.000 | 0.000 | 0.000 | 3.80 | 0.00 | ||
| 0520 | TEMPORARY DITCH | 02159 | LF | 25,000.00 | 25,000.000 | 0.000 | 0.000 | 1.80 | 0.00 | ||
| 0530 | ROADWAY EXCAVATION | 02200 | CUYD | 727,854.00 | 727,854.000 | 0.000 | 0.000 | 9.75 | 0.00 | ||
| 0540 | WATER | 02242 | MGAL | 2,031.00 | 2,031.000 | 0.000 | 0.000 | 1.20 | 0.00 | ||
| 0550 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 15,189.00 | 15,189.000 | 0.000 | 0.000 | 7.90 | 0.00 | ||
| 0560 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 43,858.00 | 43,858.000 | 0.000 | 0.000 | 22.40 | 0.00 | ||
| 0570 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 60.90 | 0.00 | ||
| 0580 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 2,540.00 | 0.00 | ||
| 0590 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,010.00 | 0.00 | ||
| 0600 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 508.00 | 0.00 | ||
| 0610 | REMOVE GUARDRAIL | 02381 | LF | 26,843.00 | 26,843.000 | 0.000 | 0.000 | 1.73 | 0.00 | ||
| 0620 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | ||
| 0630 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 111.70 | 0.00 | ||
| 0640 | WITNESS POST | 02432 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 66.00 | 0.00 | ||
| 0650 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0660 | CHANNEL LINING CLASS II | 02483 | TON | 165.00 | 165.000 | 0.000 | 0.000 | 39.50 | 0.00 | ||
| 0670 | CHANNEL LINING CLASS III | 02484 | TON | 8,550.00 | 8,550.000 | 0.000 | 0.000 | 31.50 | 0.00 | ||
| 0680 | CLEARING AND GRUBBING APPROX. 159 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 651,000.00 | 0.00 | ||
| 0690 | CONCRETE-CLASS B GRAVITY RETAINING WALL | 02555 | CUYD | 42.00 | 42.000 | 0.000 | 0.000 | 812.20 | 0.00 | ||
| 0700 | SIGNS | 02562 | SQFT | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 5.60 | 0.00 | ||
| 0710 | EDGE KEY | 02585 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 21.00 | 0.00 | ||
| 0720 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 1.90 | 0.00 | ||
| 0730 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 100,000.00 | 100,000.000 | 0.000 | 0.000 | 2.10 | 0.00 | ||
| 0740 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 300,000.00 | 0.00 | ||
| 0750 | SAFELOADING | 02690 | CUYD | 543.00 | 543.000 | 0.000 | 0.000 | 390.00 | 0.00 | ||
| 0760 | TEMPORARY SILT FENCE | 02701 | LF | 45,000.00 | 45,000.000 | 0.000 | 0.000 | 4.60 | 0.00 | ||
| 0770 | SILT TRAP TYPE A ALT #2 | 02703 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 1,720.00 | 0.00 | ||
| 0780 | SILT TRAP TYPE B | 02704 | EACH | 500.00 | 500.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0790 | CLEAN SILT TRAP TYPE A ALT #2 | 02706 | EACH | 250.00 | 250.000 | 0.000 | 0.000 | 160.00 | 0.00 | ||
| 0800 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0810 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 225,000.00 | 225,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | ||
| 0820 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 200,000.00 | 0.00 | ||
| 0830 | FLASHING ARROW | 02775 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | ||
| 0840 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 9,540.00 | 0.00 | ||
| 0850 | RELOCATE CRASH CUSHION | 02898 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,410.00 | 0.00 | ||
| 0860 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 13,000.00 | 13,000.000 | 0.000 | 0.000 | 59.27 | 0.00 | ||
| 0870 | EROSION CONTROL BLANKET | 05950 | SQYD | 13,000.00 | 13,000.000 | 0.000 | 0.000 | 1.52 | 0.00 | ||
| 0880 | TEMPORARY MULCH | 05952 | SQYD | 300,000.00 | 300,000.000 | 0.000 | 0.000 | 0.29 | 0.00 | ||
| 0890 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 250,000.00 | 250,000.000 | 0.000 | 0.000 | 0.33 | 0.00 | ||
| 0900 | TOPDRESSING FERTILIZER | 05966 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 610.00 | 0.00 | ||
| 0910 | SEEDING AND PROTECTION | 05985 | SQYD | 557,488.00 | 557,488.000 | 0.000 | 0.000 | 0.43 | 0.00 | ||
| 0920 | SODDING | 05990 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.57 | 0.00 | ||
| 0930 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 249.00 | 249.000 | 0.000 | 0.000 | 30.50 | 0.00 | ||
| 0940 | TRENCHING | 06427 | LF | 14,051.00 | 14,051.000 | 0.000 | 0.000 | 3.55 | 0.00 | ||
| 0950 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 180,000.00 | 180,000.000 | 0.000 | 0.000 | 0.38 | 0.00 | ||
| 0960 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 117,390.00 | 117,390.000 | 0.000 | 0.000 | 0.40 | 0.00 | ||
| 0970 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 100,000.00 | 100,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0980 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,483.00 | 6,483.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0990 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 216.00 | 216.000 | 0.000 | 0.000 | 36.00 | 0.00 | ||
| 1000 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 3,999.00 | 3,999.000 | 0.000 | 0.000 | 36.00 | 0.00 | ||
| 1010 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,004.00 | 1,004.000 | 0.000 | 0.000 | 36.00 | 0.00 | ||
| 1020 | CONCRETE-CLASS A RETAINING WALL | 08100 | CUYD | 755.00 | 755.000 | 0.000 | 0.000 | 771.00 | 0.00 | ||
| 1030 | CONCRETE-CLASS A SPLIT FACE WALL | 08100 | CUYD | 65.00 | 65.000 | 0.000 | 0.000 | 750.00 | 0.00 | ||
| 1040 | CONCRETE-CLASS A STD. HDWLS. | 08100 | CUYD | 66.19 | 66.190 | 0.000 | 0.000 | 1,273.00 | 0.00 | ||
| 1050 | STEEL REINFORCEMENT | 08150 | LB | 2,681.00 | 2,681.000 | 0.000 | 0.000 | 2.60 | 0.00 | ||
| 1060 | STEEL REINFORCEMENT RETAINING WALL | 08150 | LB | 75,525.00 | 75,525.000 | 0.000 | 0.000 | 1.30 | 0.00 | ||
| 1100 | MILLED RUMBLE STRIPS | 20314ED | LF | 80,881.00 | 80,881.000 | 0.000 | 0.000 | 0.50 | 0.00 | ||
| 1110 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 10,691.00 | 10,691.000 | 0.000 | 0.000 | 69.70 | 0.00 | ||
| 1120 | SILT TRAP TYPE C | 20496NS843 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 700.00 | 0.00 | ||
| 1130 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 500.00 | 500.000 | 0.000 | 0.000 | 90.00 | 0.00 | ||
| 1140 | LIGHTWEIGHT FILL | 20602EC | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 352.00 | 0.00 | ||
| 1150 | VARIABLE MESSAGE SIGN-DYNAMIC | 21117ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | ||
| 1160 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 290.00 | 0.00 | ||
| 1170 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 52,205.00 | 52,205.000 | 0.000 | 0.000 | 3.40 | 0.00 | ||
| 1180 | CONCRETE MEDIAN BARRIER TY 12E | 21706EN | LF | 19,576.00 | 19,576.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 1190 | RIGHT OF WAY ACQUISITION SERVICES | 22010NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 237,500.00 | 0.00 | ||
| 1200 | UTILITY RELOCATION SERVICES | 22011NN | LS | 1.00 | 1.000 | 0.054 | 0.000 | 0.054 | 91,608.00 | 4,946.83 | 4,946.83 |
| 1210 | DESIGN FEE-ROADWAY | 22040NN | LS | 1.00 | 1.000 | 0.043 | 0.135 | 0.178 | 2,668,854.00 | 114,760.72 | 475,056.01 |
| 1220 | ENVIRONMENTAL SERVICES CONSULTANT FEES | 22047NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 117,228.00 | 0.00 | ||
| 1230 | ENVIRONMENTAL SERVICES IN-LIEU FEES | 22047NN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,112,000.00 | 0.00 | ||
| 1240 | ROADWAY EXCAVATION SPECIAL UNDERCUT | 22830EN | CUYD | 72,786.00 | 72,786.000 | 0.000 | 0.000 | 9.75 | 0.00 | ||
| 1250 | BAFFLE BOX 8-16-96N | 22881NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 63,000.00 | 0.00 | ||
| 1260 | WATER QUALITY UNIT | 22882NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 126,900.00 | 0.00 | ||
| 1270 | CONCRETE WEDGE CURB | 22883EN | LF | 9,400.00 | 9,400.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 1280 | CONC MED BARRIER TY 14E | 22884EN | LF | 576.00 | 576.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 1290 | CONCRETE SHOULDER BARRIER | 22889EN | LF | 250.00 | 250.000 | 0.000 | 0.000 | 375.60 | 0.00 | ||
| Project | DB11990000751 | Fed/State Project Number | FD04 9000 | Category | 0002 BRIDGE | ||||||
| 1300 | STRUCTURE GRANULAR BACKFILL SWIFT CAMP CREEK BRIDGE | 02231 | CUYD | 712.00 | 712.000 | 0.000 | 0.000 | 55.80 | 0.00 | ||
| 1310 | REMOVE STRUCTURE SWIFT CAMP CREEK BRIDGE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 380,700.00 | 0.00 | ||
| 1320 | MASONRY COATING SWIFT CAMP CREEK BRIDGE | 02998 | SQYD | 2,420.00 | 2,420.000 | 0.000 | 0.000 | 15.20 | 0.00 | ||
| 1330 | ARMORED EDGE FOR CONCRETE SWIFT CAMP CREEK BRIDGE | 03299 | LF | 157.00 | 157.000 | 0.000 | |||||