|
ContID 079022 EST NO 0010 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 079022 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01311) Wilson, Everett L., P.E. | ||||||
| Contractor | ROGERS GROUP INC | MARS ADDR SN 7 | |||||
| PO BOX 10278 | |||||||
| ATLANTA , GA , 30368-2798 | |||||||
| Pay Period | 01/10/2008 TO 01/24/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DB11100687022 | ||||||
| Project No. | FD52 111 0068 000-009 | ||||||
| Primary County | TRIGG | ||||||
| Name of Road | DESIGN BUILD CADIZ-AURORA ROAD (US 68 / KY 80) | ||||||
| Description | DB - RECONSTRUCT US 68/ KY 80 FROM THE EAST END OF KY LAKE BRIDGE TO THE WEST END OF LAKE BARKLEY BRIDGE DESIGN BUILD | ||||||
| Date Let | 03/23/2007 | Formal Acceptance | |||||
| Date Awarded | 05/10/2007 | Date Work Began | 05/30/2007 | ||||
| Date Contract Executed | 05/30/2007 | Open To Traffic | |||||
| Date NTP Issued | 05/30/2007 | Actual Completion Date | |||||
| Current Contract Amount | $50,283,912.92 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $50,283,912.92 |
Total Earnings | $4,002,260.58 |
$3,942,477.44 |
$59,783.14 |
|
| Percent Complete | 7.96 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $46,281,652.34 |
Gross Earnings | $4,002,260.58 |
$3,942,477.44 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,002,260.58 |
$3,942,477.44 |
59,783.14 |
|||
| Contract Id | 079022 | Change Order Summary |
County | TRIGG | ||||||
| Estimate Nbr | 0010 | Project Number | FD52 111 0068 000-009 | |||||||
| Contractor | ROGERS GROUP INC | Period | 01/10/2008 TO 01/24/2008 | |||||||
| 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 | 079022 | COMMONWEALTH OF KENTUCKY |
County | TRIGG | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DB11100687022 | ||||||
| Estimate Nbr | 0010 | Period | 01/10/2008 TO 01/24/2008 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | 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 FISHING JETTY | 00001 | TON | 153.00 | 153.000 | 0.000 | 0.000 | 15.24 | 0.00 | ||
| 0020 | DGA BASE MAINLINE | 00001 | TON | 83,848.00 | 83,848.000 | 0.000 | 0.000 | 14.89 | 0.00 | ||
| 0030 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 66,373.00 | 66,373.000 | 0.000 | 0.000 | 39.94 | 0.00 | ||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 308.00 | 308.000 | 0.000 | 0.000 | 54.32 | 0.00 | ||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 156,328.00 | 156,328.000 | 0.000 | 0.000 | 41.62 | 0.00 | ||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 23,440.00 | 23,440.000 | 0.000 | 0.000 | 49.98 | 0.00 | ||
| 0070 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 23,440.00 | 23,440.000 | 0.000 | 0.000 | 1.09 | 0.00 | ||
| 0080 | CULVERT PIPE-15 INCH | 00461 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 54.32 | 0.00 | ||
| 0090 | CULVERT PIPE-18 INCH | 00462 | LF | 2,345.00 | 2,345.000 | 0.000 | 0.000 | 49.97 | 0.00 | ||
| 0100 | CULVERT PIPE-24 INCH | 00464 | LF | 1,906.00 | 1,906.000 | 0.000 | 0.000 | 56.49 | 0.00 | ||
| 0110 | CULVERT PIPE-30 INCH | 00466 | LF | 1,472.00 | 1,472.000 | 0.000 | 0.000 | 67.35 | 0.00 | ||
| 0120 | CULVERT PIPE-36 INCH | 00468 | LF | 809.00 | 809.000 | 105.000 | 105.000 | 86.90 | 9,124.50 | ||
| 0130 | CULVERT PIPE-42 INCH | 00469 | LF | 590.00 | 590.000 | 0.000 | 0.000 | 108.63 | 0.00 | ||
| 0140 | CULVERT PIPE-48 INCH | 00470 | LF | 355.00 | 355.000 | 0.000 | 0.000 | 135.79 | 0.00 | ||
| 0150 | STORM SEWER PIPE-15 INCH | 00521 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 32.59 | 0.00 | ||
| 0160 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,221.00 | 1,221.000 | 0.000 | 0.000 | 38.02 | 0.00 | ||
| 0170 | STORM SEWER PIPE-24 INCH | 00524 | LF | 81.00 | 81.000 | 0.000 | 0.000 | 52.14 | 0.00 | ||
| 0180 | STORM SEWER PIPE-30 INCH | 00526 | LF | 1,280.00 | 1,280.000 | 0.000 | 0.000 | 56.49 | 0.00 | ||
| 0190 | STORM SEWER PIPE-42 INCH | 00529 | LF | 370.00 | 370.000 | 0.000 | 0.000 | 92.34 | 0.00 | ||
| 0200 | STORM SEWER PIPE-48 INCH | 00530 | LF | 118.00 | 118.000 | 0.000 | 0.000 | 110.80 | 0.00 | ||
| 0210 | STORM SEWER PIPE-54 INCH | 00531 | LF | 135.00 | 135.000 | 0.000 | 0.000 | 217.26 | 0.00 | ||
| 0220 | PERFORATED PIPE-4 INCH | 01000 | LF | 116,094.00 | 116,094.000 | 0.000 | 0.000 | 5.43 | 0.00 | ||
| 0230 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 5,177.00 | 5,177.000 | 0.000 | 0.000 | 16.30 | 0.00 | ||
| 0240 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 543.16 | 0.00 | ||
| 0250 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 554.02 | 0.00 | ||
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 116.00 | 116.000 | 0.000 | 0.000 | 564.89 | 0.00 | ||
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 575.75 | 0.00 | ||
| 0280 | REMOVE PIPE | 01310 | LF | 3,054.00 | 3,054.000 | 0.000 | 0.000 | 6.52 | 0.00 | ||
| 0290 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,048.28 | 0.00 | ||
| 0300 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 1,303.58 | 0.00 | ||
| 0310 | METAL END SECTION TY 1-24 INCH | 01373 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,629.47 | 0.00 | ||
| 0320 | METAL END SECTION TY 1-30 INCH | 01374 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,041.67 | 0.00 | ||
| 0330 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 977.68 | 0.00 | ||
| 0340 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,086.31 | 0.00 | ||
| 0350 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 2,552.82 | 0.00 | ||
| 0360 | METAL END SECTION TY 3-36 INCH | 01395 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 3,041.67 | 0.00 | ||
| 0370 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 4,345.23 | 0.00 | ||
| 0380 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 4,779.76 | 0.00 | ||
| 0390 | METAL END SECTION TY 4-18 INCH | 01411 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,303.58 | 0.00 | ||
| 0400 | METAL END SECTION TY 4-24 INCH | 01413 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,520.83 | 0.00 | ||
| 0410 | METAL END SECTION TY 4-30 INCH | 01414 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,041.67 | 0.00 | ||
| 0420 | METAL END SECTION TY 4-42 INCH | 01416 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,562.50 | 0.00 | ||
| 0430 | METAL END SECTION TY 4-48 INCH | 01417 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,083.34 | 0.00 | ||
| 0440 | CURB BOX INLET TYPE B | 01480 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,779.76 | 0.00 | ||
| 0450 | DROP BOX INLET TYPE 1 | 01490 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,888.40 | 0.00 | ||
| 0460 | DROP BOX INLET TYPE 5B | 01505 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 5,431.55 | 0.00 | ||
| 0470 | DROP BOX INLET TYPE 7 | 01538 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 7,821.43 | 7,821.43 | ||
| 0480 | JUNCTION BOX-18 INCH | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,738.09 | 0.00 | ||
| 0490 | REMOVE CATCH BASIN | 01706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 380.20 | 0.00 | ||
| 0500 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 162.94 | 0.00 | ||
| 0510 | REMOVE PAVEMENT | 02091 | SQYD | 20,963.00 | 20,963.000 | 0.000 | 0.000 | 6.52 | 0.00 | ||
| 0520 | TEMPORARY DITCH | 02159 | LF | 15,145.00 | 15,145.000 | 0.000 | 0.000 | 3.26 | 0.00 | ||
| 0530 | ROADWAY EXCAVATION | 02200 | CUYD | 1,200,942.00 | 1,200,942.000 | 0.000 | 0.000 | 5.38 | 0.00 | ||
| 0540 | GRANULAR EMBANKMENT | 02223 | CUYD | 120,094.00 | 120,094.000 | 0.000 | 0.000 | 11.41 | 0.00 | ||
| 0550 | BACKFILLING UNDERCUT | 02235 | CUYD | 120,094.00 | 120,094.000 | 0.000 | 0.000 | 6.25 | 0.00 | ||
| 0560 | WATER | 02242 | MGAL | 8,041.00 | 8,041.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0570 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 30,046.00 | 30,046.000 | 0.000 | 0.000 | 20.21 | 0.00 | ||
| 0580 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 9,425.00 | 9,425.000 | 0.000 | 0.000 | 30.41 | 0.00 | ||
| 0590 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 66.24 | 0.00 | ||
| 0600 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 3,299.12 | 0.00 | ||
| 0610 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,789.43 | 0.00 | ||
| 0620 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 47.00 | 47.000 | 0.000 | 0.000 | 3,076.43 | 0.00 | ||
| 0630 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 950.52 | 0.00 | ||
| 0640 | REMOVE GUARDRAIL | 02381 | LF | 5,940.00 | 5,940.000 | 0.000 | 0.000 | 1.38 | 0.00 | ||
| 0650 | REMOVE GUARDRAIL | 02381 | LF | 5,940.00 | 5,940.000 | 0.000 | 0.000 | 1.38 | 0.00 | ||
| 0660 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 749.55 | 0.00 | ||
| 0670 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 526.00 | 526.000 | 0.000 | 0.000 | 87.99 | 0.00 | ||
| 0680 | CHANNEL LINING CLASS III | 02484 | TON | 3,249.00 | 3,249.000 | 0.000 | 0.000 | 27.15 | 0.00 | ||
| 0690 | CLEARING AND GRUBBING ACRES | 02545 | LS | 1.00 | 1.000 | 0.030 | 0.030 | 271,577.37 | 8,147.32 | ||
| 0700 | CONCRETE-CLASS B | 02555 | CUYD | 233.00 | 233.000 | 0.000 | 0.000 | 586.61 | 0.00 | ||
| 0710 | SIGNS PARK | 02562 | SQFT | 1.00 | 1.000 | 0.000 | 0.000 | 56,522.86 | 0.00 | ||
| 0720 | SIGNS TEMPORARY | 02562 | SQFT | 390.00 | 390.000 | 352.000 | 352.000 | 25.92 | 9,123.84 | ||
| 0730 | EDGE KEY | 02585 | LF | 310.00 | 310.000 | 0.000 | 0.000 | 38.02 | 0.00 | ||
| 0740 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 42,700.00 | 42,700.000 | 0.000 | 0.000 | 2.17 | 0.00 | ||
| 0750 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 385,000.00 | 385,000.000 | 0.000 | 0.000 | 2.34 | 0.00 | ||
| 0760 | HANDRAIL-TYPE A | 02619 | LF | 7,426.00 | 7,426.000 | 0.000 | 0.000 | 51.84 | 0.00 | ||
| 0770 | REMOVE HEADWALL | 02625 | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 217.26 | 0.00 | ||
| 0780 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.050 | 33,345.54 | 1,667.27 | ||
| 0790 | DIVERSIONS (BY-PASS DETOURS) #1 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,639.88 | 0.00 | ||
| 0800 | DIVERSIONS (BY-PASS DETOURS) #2 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,639.88 | 0.00 | ||
| 0810 | DIVERSIONS (BY-PASS DETOURS) #3 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,639.88 | 0.00 | ||
| 0820 | LANE CLOSURE | 02653 | EACH | 20.00 | 20.000 | 2.000 | 2.000 | 621.52 | 1,243.04 | ||
| 0830 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 23,563.51 | 0.00 | ||
| 0840 | TEMPORARY SILT FENCE | 02701 | LF | 31,786.00 | 31,786.000 | 0.000 | 0.000 | 2.72 | 0.00 | ||
| 0850 | SILT TRAP TYPE A | 02703 | EACH | 221.00 | 221.000 | 6.000 | 6.000 | 380.20 | 2,281.20 | ||
| 0860 | SILT TRAP TYPE B | 02704 | EACH | 221.00 | 221.000 | 2.000 | 2.000 | 271.58 | 543.16 | ||
| 0870 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,326.00 | 1,326.000 | 0.000 | 0.000 | 27.15 | 0.00 | ||
| 0880 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,326.00 | 1,326.000 | 0.000 | 0.000 | 27.15 | 0.00 | ||
| 0890 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 508,576.00 | 508,576.000 | 0.000 | 0.000 | 0.22 | 0.00 | ||
| 0900 | SEDIMENTATION BASIN | 02711 | CUYD | 12.00 | 12.000 | 0.000 | 0.000 | 10,863.11 | 0.00 | ||
| 0910 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 12.00 | 12.000 | 0.000 | 0.000 | 2,172.62 | 0.00 | ||
| 0920 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.010 | 0.010 | 271,577.37 | 2,715.77 | ||
| 0930 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,924.04 | 5,924.04 | ||
| 0940 | EROSION CONTROL BLANKET HP-TRM | 05950 | SQYD | 1,271.00 | 1,271.000 | 0.000 | 0.000 | 19.04 | 0.00 | ||
| 0950 | EROSION CONTROL BLANKET SLOPE PROTECTION | 05950 | SQYD | 23,581.00 | 23,581.000 | 0.000 | 0.000 | 5.56 | 0.00 | ||
| 0960 | EROSION CONTROL BLANKET TEMPORARY | 05950 | SQYD | 48,193.00 | 48,193.000 | 0.000 | 0.000 | 1.38 | 0.00 | ||
| 0970 | EROSION CONTROL BLANKET TRM C-35 | 05950 | SQYD | 39,842.00 | 39,842.000 | 0.000 | 0.000 | 5.56 | 0.00 | ||
| 0980 | EROSION CONTROL BLANKET TRM C-45 | 05950 | SQYD | 14,794.00 | 14,794.000 | 0.000 | 0.000 | 5.91 | 0.00 | ||
| 0990 | TEMPORARY MULCH | 05952 | SQYD | 1,070,044.00 | 1,070,044.000 | 2,005.556 | 0.000 | 2,005.556 | 0.18 | 361.00 | 361.00 |
| 1000 | TOPDRESSING FERTILIZER | 05966 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 597.47 | 0.00 | ||
| 1010 | SEEDING AND PROTECTION MIXTURE A | 05985 | SQYD | 657,750.00 | 657,750.000 | 0.000 | 0.000 | 0.52 | 0.00 | ||
| 1020 | SEEDING AND PROTECTION MIXTURE B | 05985 | SQYD | 219,250.00 | 219,250.000 | 0.000 | 0.000 | 0.36 | 0.00 | ||
| 1030 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 92,000.00 | 92,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | ||
| 1040 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 253,873.00 | 253,873.000 | 0.000 | 0.000 | 0.23 | 0.00 | ||
| 1050 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 1,322.00 | 1,322.000 | 0.000 | 0.000 | 1.79 | 0.00 | ||
| 1060 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,280.00 | 5,280.000 | 0.000 | 0.000 | 1.66 | 0.00 | ||
| 1070 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 1.66 | 0.00 | ||
| 1080 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 12,480.00 | 12,480.000 | 0.000 | 0.000 | 1.79 | 0.00 | ||
| 1090 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 119.49 | 0.00 | ||
| 1100 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 142.00 | 142.000 | 0.000 | 0.000 | 7.88 | 0.00 | ||
| 1110 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 22.54 | 0.00 | ||
| 1120 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,034.00 | 1,034.000 | 0.000 | 0.000 | 22.54 | 0.00 | ||
| 1130 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 28,417.00 | 28,417.000 | 0.000 | 0.000 | 26.07 | 0.00 | ||
| 1140 | CONCRETE-CLASS A | 08100 | CUYD | 94.00 | 94.000 | 0.000 | 0.000 | 2,552.82 | 0.00 | ||
| 1150 | STEEL REINFORCEMENT | 08150 | LB | 6,116.00 | 6,116.000 | 0.000 | 0.000 | 1.36 | 0.00 | ||
| 1160 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 0.250 | 0.250 | 20,096.73 | 5,024.18 | ||
| 1170 | SILT TRAP TYPE C | 20496NS843 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 271.58 | 0.00 | ||
| 1180 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 240.00 | 240.000 | 0.000 | 0.000 | 27.15 | 0.00 | ||
| 1190 | MOWING OF SLOPES | 20527EC | ACRE | 350.00 | 350.000 | 0.000 | 0.000 | 33.67 | 0.00 | ||
| 1200 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 108.63 | 0.00 | ||
| 1210 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 20,227.00 | 20,227.000 | 0.000 | 0.000 | 2.17 | 0.00 | ||
| 1220 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 0.010 | 0.010 | 384,744.38 | 3,847.44 | ||
| 1230 | EMBANKMENT ROCK | 21553EN | CUYD | 61,861.00 | 61,861.000 | 0.000 | 0.000 | 23.90 | 0.00 | ||
| 1240 | RELOCATE TRAFFIC COUNTER | 22374ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 23,898.81 | 0.00 | ||
| Project | DB11100687022 | Fed/State Project Number | FD52 111 0068 000-009 | Category | 0002 BRIDGE | ||||||
| 1250 | FLOWABLE FILL | 02220 | CUYD | 514.00 | 514.000 | 0.000 | 0.000 | 126.11 | 0.00 | ||
| 1260 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 155,312.17 | 0.00 | ||
| 1270 | MASONRY COATING | 02998 | SQYD | 1,945.00 | 1,945.000 | 0.000 | 0.000 | 12.70 | 0.00 | ||
| 1280 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 100.00 | 100.000 | 50.000 | 50.000 | 918.87 | 45,943.50 | ||
| 1290 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 421.00 | 421.000 | 0.000 | 0.000 | 67.09 | 0.00 | ||
| 1310 | CONCRETE-CLASS AA | 08104 | CUYD | 1,786.00 | 1,786.000 | 0.000 | 0.000 | 761.08 | |||