|
ContID 071162 EST NO 0004 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071162 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08313) Lucas, William H., P.E. | ||||||
| Contractor | HAYDON BRIDGE COMPANY INC | MARS ADDR SN 1 | |||||
| PO BOX 175 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE02300700762 | ||||||
| Project No. | FD04 023 0070 012-016 | ||||||
| Primary County | CASEY | ||||||
| Name of Road | CAMPBELLSVILLE-LIBERTY ROAD (KY 70) | ||||||
| Description | RECONSTRUCT CAMPBELLSVILLE-LIBERTY ROAD FROM BRUSH CREEK TO WESTERN CITY LIMIT OF LIBERTY | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | |||||
| Date Awarded | 10/26/2007 | Date Work Began | 12/05/2007 | ||||
| Date Contract Executed | 11/14/2007 | Open To Traffic | |||||
| Date NTP Issued | 11/14/2007 | Actual Completion Date | |||||
| Current Contract Amount | $10,871,824.22 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,791,236.72 |
Total Earnings | $425,484.91 |
$353,004.13 |
$72,480.78 |
|
| Percent Complete | 4.05 |
Stockpiled Materials | $14,383.78 |
$0.00 |
$14,383.78 |
|
| Funds Available | $10,431,955.53 |
Gross Earnings | $439,868.69 |
$353,004.13 |
$0.00 |
|
| Total Change Orders | $80,587.50 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $439,868.69 |
$353,004.13 |
86,864.56 |
|||
| Contract Id | 071162 | Change Order Summary |
County | CASEY | ||||||
| Estimate Nbr | 0004 | Project Number | FD04 023 0070 012-016 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | Period | 01/11/2008 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Omitted utility items | Approved | 01/28/2008 | $80,587.50 | 2.0 | |||||
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 | 071162 | COMMONWEALTH OF KENTUCKY |
County | CASEY | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02300700762 | ||||||
| Estimate Nbr | 0004 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | |||||||||
| Project | DE02300700762 | Fed/State Project Number | FD04 023 0070 012-016 | 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 | 29,536.00 | 29,536.000 | 50.940 | 28.020 | 78.960 | 18.00 | 916.92 | 1,421.28 |
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 24.00 | 24.000 | 28.400 | 28.400 | 50.00 | 1,420.00 | ||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 112.00 | 112.000 | 0.000 | 0.000 | 80.00 | 0.00 | ||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 12,696.00 | 12,696.000 | 0.000 | 0.000 | 51.00 | 0.00 | ||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,673.00 | 2,673.000 | 0.000 | 0.000 | 51.00 | 0.00 | ||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 3,750.00 | 3,750.000 | 0.000 | 0.000 | 56.00 | 0.00 | ||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2,028.00 | 2,028.000 | 0.000 | 0.000 | 59.00 | 0.00 | ||
| 0090 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,445.00 | 1,445.000 | 0.000 | 0.000 | 68.00 | 0.00 | ||
| 0100 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 14,480.00 | 14,480.000 | 0.000 | 0.000 | 2.75 | 0.00 | ||
| 0110 | ENTRANCE PIPE-15 INCH | 00440 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 0120 | ENTRANCE PIPE-18 INCH | 00441 | LF | 346.00 | 346.000 | 0.000 | 0.000 | 36.00 | 0.00 | ||
| 0130 | ENTRANCE PIPE-24 INCH | 00443 | LF | 44.00 | 44.000 | 68.000 | 68.000 | 50.00 | 3,400.00 | ||
| 0140 | CULVERT PIPE-24 INCH | 00464 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0150 | CULVERT PIPE-30 INCH | 00466 | LF | 415.00 | 415.000 | 0.000 | 0.000 | 77.00 | 0.00 | ||
| 0160 | CULVERT PIPE-42 INCH | 00469 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 120.00 | 0.00 | ||
| 0170 | CULVERT PIPE-54 INCH | 00471 | LF | 179.00 | 179.000 | 0.000 | 0.000 | 148.00 | 0.00 | ||
| 0180 | STORM SEWER PIPE-18 INCH | 00522 | LF | 136.00 | 136.000 | 0.000 | 0.000 | 52.00 | 0.00 | ||
| 0190 | REMOVE PIPE | 01310 | LF | 462.00 | 462.000 | 0.000 | 0.000 | 3.00 | 0.00 | ||
| 0200 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 0210 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0220 | METAL END SECTION TY 4-30 INCH | 01414 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 0230 | METAL END SECTION TY 4-42 INCH | 01416 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 0240 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 0250 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 0260 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | ||
| 0270 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | ||
| 0280 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | ||
| 0290 | ISLAND INTEGRAL CURB | 01845 | LF | 206.75 | 206.750 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0300 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 0310 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 1,675.00 | 1,675.000 | 0.000 | 0.000 | 1.50 | 0.00 | ||
| 0320 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 200.00 | 0.00 | ||
| 0330 | JPC PAVEMENT-8 INCH SHLD | 02081 | SQYD | 212.00 | 212.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0340 | REMOVE PAVEMENT | 02091 | SQYD | 1,210.00 | 1,210.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0350 | TEMPORARY DITCH | 02159 | LF | 11,270.00 | 11,270.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0360 | ROADWAY EXCAVATION | 02200 | CUYD | 96.00 | 96.000 | 0.000 | 0.000 | 20.00 | 0.00 | ||
| 0370 | EMBANKMENT IN PLACE | 02230 | CUYD | 373,907.00 | 373,907.000 | 17,500.000 | 10,000.000 | 27,500.000 | 3.90 | 68,250.00 | 107,250.00 |
| 0380 | WATER | 02242 | MGAL | 320.00 | 320.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0390 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,195.00 | 0.00 | ||
| 0400 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | ||
| 0410 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | ||
| 0420 | REMOVE GUARDRAIL | 02381 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0430 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 0440 | TEMPORARY GUARDRAIL | 02397 | LF | 6,830.00 | 6,830.000 | 0.000 | 0.000 | 7.65 | 0.00 | ||
| 0450 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 85.00 | 0.00 | ||
| 0460 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 85.00 | 0.00 | ||
| 0470 | CHANNEL LINING CLASS II | 02483 | TON | 405.00 | 405.000 | 77.820 | 77.820 | 16.00 | 1,245.12 | ||
| 0480 | CHANNEL LINING CLASS III | 02484 | TON | 1,275.00 | 1,275.000 | 200.840 | 205.130 | 405.970 | 16.50 | 3,313.86 | 6,698.50 |
| 0490 | CLEARING AND GRUBBING 52.7 ACRES | 02545 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 90,390.00 | 36,156.00 | ||
| 0500 | SIGNS | 02562 | SQFT | 1,302.25 | 1,302.250 | 380.000 | 380.000 | 10.00 | 3,800.00 | ||
| 0510 | EDGE KEY | 02585 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0520 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 111,841.00 | 111,841.000 | 0.000 | 0.000 | 1.50 | 0.00 | ||
| 0530 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,000.00 | 0.00 | ||
| 0540 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | ||
| 0550 | LANE CLOSURE | 02653 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0560 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,600.00 | 0.00 | ||
| 0570 | SAFELOADING | 02690 | CUYD | 430.00 | 430.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0580 | TEMPORARY SILT FENCE | 02701 | LF | 11,270.00 | 11,270.000 | 448.000 | 448.000 | 3.00 | 1,344.00 | ||
| 0590 | SILT TRAP TYPE A | 02703 | EACH | 44.00 | 44.000 | 1.000 | 1.000 | 150.00 | 150.00 | ||
| 0600 | SILT TRAP TYPE B | 02704 | EACH | 44.00 | 44.000 | 4.000 | 4.000 | 150.00 | 600.00 | ||
| 0610 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0620 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0630 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 11,270.00 | 11,270.000 | 0.000 | 0.000 | 0.25 | 0.00 | ||
| 0640 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 60,000.00 | 12,000.00 | ||
| 0650 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | ||
| 0660 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | ||
| 0670 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | ||
| 0680 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | ||
| 0690 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,675.00 | 1,675.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0700 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 1.45 | 0.00 | ||
| 0710 | TEMPORARY MULCH | 05952 | SQYD | 105,431.00 | 105,431.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 0720 | TOPDRESSING FERTILIZER | 05966 | TON | 4.40 | 4.400 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0730 | SEEDING AND PROTECTION | 05985 | SQYD | 105,431.00 | 105,431.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0740 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 36,904.00 | 36,904.000 | 0.000 | 0.000 | 0.22 | 0.00 | ||
| 0750 | PAVE STRIPING-PERM PAINT-4 IN WHITE | 06514 | LF | 23,899.00 | 23,899.000 | 0.000 | 0.000 | 0.22 | 0.00 | ||
| 0760 | PAVE STRIPING-PERM PAINT-4 IN YELLOW | 06514 | LF | 25,650.00 | 25,650.000 | 0.000 | 0.000 | 0.22 | 0.00 | ||
| 0770 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 10,250.00 | 10,250.000 | 0.000 | 0.000 | 2.30 | 0.00 | ||
| 0780 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0790 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0800 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 198.00 | 198.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0810 | CONCRETE-CLASS A | 08100 | CUYD | 7.80 | 7.800 | 0.000 | 0.000 | 850.00 | 0.00 | ||
| 0820 | STEEL REINFORCEMENT | 08150 | LB | 583.00 | 583.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0830 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 46,332.00 | 46,332.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0840 | FUEL ADJUSTMENT | 10020NS | DOLL | 81,276.00 | 81,276.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0850 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 41,699.00 | 41,699.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0860 | COHESIVE PILE CORE | 20210EP69 | CUYD | 1,094.00 | 1,094.000 | 0.000 | 0.000 | 22.00 | 0.00 | ||
| 0870 | SILT TRAP TYPE C | 20496NS843 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 0880 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0890 | SAWCUT PAVEMENT | 20550ND | LF | 3,350.00 | 3,350.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0900 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0910 | SERICEA LESPEDEZA | 21268EX | LB | 38.00 | 38.000 | 0.000 | 0.000 | 20.00 | 0.00 | ||
| 0920 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,192.00 | 1,192.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0930 | CL3 ASPH SURF 0.38B PG64-22 | 21727ES403 | TON | 573.00 | 573.000 | 0.000 | 0.000 | 72.00 | 0.00 | ||
| 0940 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,237.50 | 2,237.500 | 0.000 | 0.000 | 16.15 | 0.00 | ||
| Project | DE02300700762 | Fed/State Project Number | FD04 023 0070 012-016 | Category | 0002 DEMOBILIZATION AND MOBILIZATION | ||||||
| 0950 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 500,000.00 | 250,000.00 | ||
| 0960 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 152,100.00 | 0.00 | ||
| Project | DE02300700762 | Fed/State Project Number | FD04 023 0070 012-016 | Category | 0003 BRIDGE | ||||||
| 0970 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 350.00 | 0.00 | ||
| 0980 | FOUNDATION PREPARATION 25475 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | ||
| 0990 | CONCRETE-CLASS A | 08100 | CUYD | 301.80 | 301.800 | 0.000 | 0.000 | 365.00 | 0.00 | ||
| 1000 | STEEL REINFORCEMENT | 08150 | LB | 26,835.00 | 26,835.000 | 0.000 | 0.000 | 0.89 | 0.00 | ||
| Project | DE02300700762 | Fed/State Project Number | FD04 023 0070 012-016 | Category | 0004 BRIDGE | ||||||
| 1010 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 350.00 | 0.00 | ||
| 1020 | FOUNDATION PREPARATION 25476 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | ||
| 1030 | CONCRETE-CLASS A 25476 | 08100 | CUYD | 93.80 | 93.800 | 0.000 | 0.000 | 365.00 | 0.00 | ||
| 1040 | STEEL REINFORCEMENT 25476 | 08150 | LB | 5,843.00 | 5,843.000 | 0.000 | 0.000 | 0.89 | 0.00 | ||
| Project | DE02300700762 | Fed/State Project Number | FD04 023 0070 012-016 | Category | 0005 BRIDGE | ||||||
| 1050 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 200.00 | 200.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 1060 | FABRIC-GEOTEXTILE TYPE I 25453 | 02596 | SQYD | 580.00 | 580.000 | 0.000 | 0.000 | 2.50 | 0.00 | ||
| 1070 | MASONRY COATING 25453 | 02998 | SQYD | 460.00 | 460.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 1080 | ARMORED EDGE FOR CONCRETE 25453 | 03299 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 1090 | FOUNDATION PREPARATION 25453 | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | ||
| 1100 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 580.00 | 580.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 1110 | TEST PILES | 08033 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 42.50 | 0.00 | ||
| 1120 | PILES-STEEL HP12X53 | 08046 | LF | 384.00 | 384.000 | 0.000 | 0.000 | 42.50 | 0.00 | ||
| 1130 | PILE POINTS-12 INCH | 08094 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 1140 | CONCRETE-CLASS A | 08100 | CUYD | 107.00 | 107.000 | 0.000 | 0.000 | 365.00 | 0.00 | ||
| 1150 | CONCRETE-CLASS AA | 08104 | CUYD | 361.10 | 361.100 | 0.000 | 0.000 | 425.00 | 0.00 | ||
| 1160 | STEEL REINFORCEMENT | 08150 | LB | 20,206.00 | 20,206.000 | 0.000 | 0.000 | 0.89 | 0.00 | ||
| 1170 | STEEL REINF-EPOXY COATED | 08151 | LB | 111,644.00 | 111,644.000 | 0.000 | 0.000 | 0.97 | 0.00 | ||
| 1180 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 1,103.30 | 1,103.300 | 0.000 | 0.000 | 230.00 | 0.00 | ||
| 1190 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 64.50 | 64.500 | 0.000 | 0.000 | 610.00 | 0.00 | ||
| 1200 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 5.10 | 5.100 | 0.000 | 0.000 | 690.00 | 0.00 | ||
| 1210 | CSL TESTING MOBILIZATION | 21725NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | ||
| 1220 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 11.40 | 11.400 | 0.000 | 0.000 | 580.00 | 0.00 | ||
| 1230 | POLYMER SLURRY | 22837NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1240 | CSL TUBES | 22838NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 685.00 | 0.00 | ||
| 1250 | CSL TESTING | 22839NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| Project | DE02300700762 | Fed/State Project Number | FD04 023 0070 012-016 | Category | 0006 BRIDGE | ||||||
| 1260 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 1270 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 950.00 | 950.000 | ||||||