|
ContID 061114 EST NO 0024 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061114 | Estimate Number | 0024 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10315) Lanham, Stephen D. | ||||||
| Contractor | JUDY CONSTRUCTION COMPANY | MARS ADDR SN 1 | |||||
| BOX 457 | |||||||
| CYNTHIANA , KY , 41031 | |||||||
| Pay Period | 01/10/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE06500520614 | ||||||
| Project No. | STPS 5262 (043) | ||||||
| Primary County | LEE | ||||||
| Name of Road | BEATTYVILLE-JACKSON ROAD (KY 52) | ||||||
| Description | REALIGN. AND RECONST. OF KY 52 FROM CARLISLE AVE. TO KY 11 ELIMINATING AT GRADE CROSSING AT KY 1144 AND LOCUST STREET | ||||||
| Date Let | 12/15/2006 | Formal Acceptance | |||||
| Date Awarded | 12/19/2006 | Date Work Began | 02/28/2007 | ||||
| Date Contract Executed | 01/19/2007 | Open To Traffic | |||||
| Date NTP Issued | 01/19/2007 | Actual Completion Date | |||||
| Current Contract Amount | $8,064,487.98 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,853,853.66 |
Total Earnings | $4,056,901.21 |
$3,691,304.21 |
$365,597.00 |
|
| Percent Complete | 56.96 |
Stockpiled Materials | $536,521.69 |
$594,090.32 |
$-57,568.63 |
|
| Funds Available | $3,471,065.08 |
Gross Earnings | $4,593,422.90 |
$4,285,394.53 |
$0.00 |
|
| Total Change Orders | $210,634.32 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,593,422.90 |
$4,285,394.53 |
308,028.37 |
|||
| Contract Id | 061114 | Change Order Summary |
County | LEE | ||||||
| Estimate Nbr | 0024 | Project Number | STPS 5262 (043) | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | Period | 01/10/2008 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Utility Item Overruns Due to Plan Error | Approved | 09/11/2007 | $45,812.00 | 0.0 | |||||
| 002 | Contract Omissions | Approved | 01/11/2008 | $164,822.32 | 20.0 | |||||
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 | 061114 | COMMONWEALTH OF KENTUCKY |
County | LEE | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE06500520614 | ||||||
| Estimate Nbr | 0024 | Period | 01/10/2008 TO 01/25/2008 | |||||||
| Contractor | JUDY CONSTRUCTION COMPANY | |||||||||
| Project | DE06500520614 | Fed/State Project Number | STPS 5262 (043) | 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 | 11,201.00 | 11,201.000 | 26.370 | 2,856.520 | 2,882.890 | 22.25 | 586.73 | 64,144.30 |
| 0020 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 2,604.00 | 2,604.000 | 2,990.000 | 2,990.000 | 23.59 | 70,534.10 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 121.50 | 0.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 165.00 | 165.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,159.00 | 2,159.000 | 1,970.360 | 1,970.360 | 65.75 | 129,551.17 | ||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,140.00 | 5,140.000 | 315.160 | 315.160 | 65.75 | 20,721.77 | ||
| 0070 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 3,805.00 | 3,805.000 | 0.000 | 0.000 | 69.75 | 0.00 | ||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 525.00 | 0.00 | ||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 472.00 | 472.000 | 0.000 | 0.000 | 72.50 | 0.00 | ||
| 0100 | ENTRANCE PIPE-24 INCH | 00443 | LF | 300.00 | 300.000 | 304.000 | 304.000 | 46.94 | 14,269.76 | ||
| 0110 | ENTRANCE PIPE-30 INCH EQUIV | 00454 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 58.21 | 3,492.60 | ||
| 0120 | CULVERT PIPE-15 INCH | 00461 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 41.15 | 2,880.50 | ||
| 0130 | CULVERT PIPE-18 INCH | 00462 | LF | 81.00 | 81.000 | 193.000 | 193.000 | 47.84 | 9,233.12 | ||
| 0140 | CULVERT PIPE-24 INCH | 00464 | LF | 259.00 | 259.000 | 259.000 | 259.000 | 59.00 | 15,281.00 | ||
| 0150 | CULVERT PIPE-36 INCH | 00468 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 84.92 | 5,689.64 | ||
| 0160 | STORM SEWER PIPE-15 INCH | 00521 | LF | 563.00 | 563.000 | 164.000 | 164.000 | 35.05 | 5,748.20 | ||
| 0170 | STORM SEWER PIPE-18 INCH | 00522 | LF | 905.00 | 905.000 | 786.700 | 786.700 | 40.31 | 31,711.87 | ||
| 0180 | STORM SEWER PIPE-24 INCH | 00524 | LF | 712.00 | 712.000 | 445.000 | 445.000 | 51.27 | 22,815.15 | ||
| 0190 | STORM SEWER PIPE-42 INCH | 00529 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 97.83 | 11,543.94 | ||
| 0200 | PERFORATED PIPE-4 INCH | 01000 | LF | 556.00 | 556.000 | 262.000 | 262.000 | 7.89 | 2,067.18 | ||
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 195.00 | 195.000 | 20.000 | 20.000 | 5.71 | 114.20 | ||
| 0220 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 435.82 | 0.00 | ||
| 0230 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 411.15 | 0.00 | ||
| 0240 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 445.28 | 0.00 | ||
| 0250 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,833.98 | 2,833.98 | ||
| 0260 | CURB BOX INLET TYPE A | 01456 | EACH | 17.00 | 17.000 | 15.000 | 15.000 | 2,509.02 | 37,635.30 | ||
| 0270 | CURB BOX INLET TYPE B | 01480 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,098.33 | 12,294.99 | ||
| 0280 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,923.00 | 3,846.00 | ||
| 0290 | DROP BOX INLET TYPE 3 | 01496 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 2,556.74 | 5,113.48 | ||
| 0300 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,676.60 | 0.00 | ||
| 0310 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,957.32 | 0.00 | ||
| 0320 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,916.91 | 0.00 | ||
| 0330 | STANDARD CURB AND GUTTER | 01810 | LF | 2,987.00 | 2,987.000 | 0.000 | 0.000 | 18.00 | 0.00 | ||
| 0340 | ISLAND INTEGRAL CURB | 01845 | LF | 51.75 | 51.750 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0350 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 151.75 | 151.750 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 0360 | JPC PAVEMENT-10 INCH | 02069 | SQYD | 80.00 | 80.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0370 | REMOVE PAVEMENT | 02091 | SQYD | 2,043.00 | 2,043.000 | 636.000 | 636.000 | 2.30 | 1,462.80 | ||
| 0380 | TEMPORARY DITCH | 02159 | LF | 5,343.00 | 5,343.000 | 0.000 | 0.000 | 0.14 | 0.00 | ||
| 0390 | ROADWAY EXCAVATION | 02200 | CUYD | 117,694.00 | 117,694.000 | 1,896.000 | 90,582.440 | 92,478.440 | 6.45 | 12,229.20 | 596,485.93 |
| 0400 | GRANULAR EMBANKMENT | 02223 | CUYD | 15,035.00 | 16,242.400 | 15,926.000 | 15,926.000 | 22.62 | 360,246.12 | ||
| 0410 | GRANULAR EMBANKMENT ROCK ROADBED | 02223 | CUYD | 19,249.00 | 19,249.000 | 120.000 | 11,514.000 | 11,634.000 | 22.62 | 2,714.40 | 263,161.08 |
| 0420 | REMOVE & RESET FENCE | 02267 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 28.68 | 0.00 | ||
| 0430 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,100.00 | 2,100.000 | 0.000 | 0.000 | 15.96 | 0.00 | ||
| 0440 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 42.45 | 0.00 | ||
| 0450 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,020.00 | 0.00 | ||
| 0460 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,445.00 | 0.00 | ||
| 0470 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 442.00 | 0.00 | ||
| 0480 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,996.00 | 0.00 | ||
| 0490 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 73.80 | 0.00 | ||
| 0500 | CHANNEL LINING CLASS IA | 02482 | TON | 65.00 | 65.000 | 67.030 | 67.030 | 150.00 | 10,054.50 | ||
| 0510 | CHANNEL LINING CLASS II | 02483 | TON | 1,257.00 | 1,257.000 | 1,158.290 | 1,158.290 | 19.26 | 22,308.66 | ||
| 0520 | CHANNEL LINING CLASS III | 02484 | TON | 1,057.00 | 1,057.000 | 0.000 | 0.000 | 19.76 | 0.00 | ||
| 0530 | CLEARING AND GRUBBING 16.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 169,229.50 | 169,229.50 | ||
| 0540 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 0.10 | 0.100 | 0.000 | 0.000 | 5,000.00 | 0.00 | ||
| 0550 | CONCRETE-CLASS B | 02555 | CUYD | 126.00 | 126.000 | 0.000 | 0.000 | 460.00 | 0.00 | ||
| 0560 | SIGNS | 02562 | SQFT | 1,006.00 | 1,006.000 | 744.000 | 744.000 | 8.00 | 5,952.00 | ||
| 0570 | EDGE KEY | 02585 | LF | 305.00 | 305.000 | 0.000 | 0.000 | 60.00 | 0.00 | ||
| 0580 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 2.27 | 0.00 | ||
| 0590 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,689.00 | 2,689.000 | 2,689.000 | 2,689.000 | 2.56 | 6,883.84 | ||
| 0600 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 59,062.00 | 59,062.000 | 542.000 | 41,592.670 | 42,134.670 | 1.83 | 991.86 | 77,106.44 |
| 0610 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 32,500.00 | 16,250.00 | ||
| 0620 | DIVERSIONS (BY-PASS DETOURS) DETOUR 1 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,512.20 | 14,512.20 | ||
| 0630 | DIVERSIONS (BY-PASS DETOURS) DETOUR 2 | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 37,027.40 | 27,770.55 | ||
| 0640 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,810.00 | 0.00 | ||
| 0650 | SAFELOADING | 02690 | CUYD | 12.00 | 12.000 | 8.000 | 8.000 | 175.00 | 1,400.00 | ||
| 0660 | TEMPORARY SILT FENCE | 02701 | LF | 2,671.00 | 2,671.000 | 1,506.000 | 1,506.000 | 2.25 | 3,388.50 | ||
| 0670 | SILT TRAP TYPE A | 02703 | EACH | 14.00 | 14.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | ||
| 0680 | SILT TRAP TYPE B | 02704 | EACH | 33.00 | 33.000 | 15.000 | 15.000 | 100.00 | 1,500.00 | ||
| 0690 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 56.00 | 56.000 | 2.000 | 2.000 | 200.00 | 400.00 | ||
| 0700 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 132.00 | 132.000 | 3.000 | 3.000 | 50.00 | 150.00 | ||
| 0710 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 5,343.00 | 5,343.000 | 40.000 | 40.000 | 1.00 | 40.00 | ||
| 0720 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 1,538.00 | 1,538.000 | 0.000 | 0.000 | 35.00 | 0.00 | ||
| 0730 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 68,000.00 | 6,800.00 | ||
| 0740 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | ||
| 0750 | FLASHING ARROW | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 548.55 | 0.00 | ||
| 0760 | TEMPORARY MULCH | 05952 | SQYD | 79,376.00 | 79,376.000 | 3,478.440 | 3,478.440 | 0.15 | 521.76 | ||
| 0770 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 12,700.00 | 12,700.000 | 2,750.000 | 2,750.000 | 0.18 | 495.00 | ||
| 0780 | TOPDRESSING FERTILIZER | 05966 | TON | 4.10 | 4.100 | 1.150 | 1.150 | 398.00 | 457.70 | ||
| 0790 | SEEDING AND PROTECTION | 05985 | SQYD | 79,376.00 | 79,376.000 | 3,816.990 | 3,816.990 | 0.26 | 992.41 | ||
| 0800 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 25,400.00 | 25,400.000 | 0.000 | 0.000 | 0.15 | 0.00 | ||
| 0810 | SODDING | 05990 | SQYD | 1,292.00 | 1,292.000 | 0.000 | 0.000 | 4.05 | 0.00 | ||
| 0820 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 31,112.00 | 31,112.000 | 9,031.000 | 9,031.000 | 0.25 | 2,257.75 | ||
| 0830 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 26,464.00 | 26,464.000 | 0.000 | 0.000 | 0.25 | 0.00 | ||
| 0840 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 875.00 | 875.000 | 0.000 | 0.000 | 0.35 | 0.00 | ||
| 0850 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 2.25 | 0.00 | ||
| 0860 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 2.25 | 0.00 | ||
| 0870 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 429.00 | 429.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0880 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 269.00 | 269.000 | 0.000 | 0.000 | 11.50 | 0.00 | ||
| 0890 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,248.00 | 3,248.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0900 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 39.50 | 0.00 | ||
| 0910 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 119.00 | 119.000 | 0.000 | 0.000 | 39.50 | 0.00 | ||
| 0920 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 126.00 | 126.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0930 | CONCRETE-CLASS A | 08100 | CUYD | 30.96 | 30.960 | 21.770 | 21.770 | 775.00 | 16,871.75 | ||
| 0940 | STEEL REINFORCEMENT | 08150 | LB | 1,161.00 | 1,161.000 | 305.000 | 305.000 | 2.00 | 610.00 | ||
| 0950 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 26,000.00 | 26,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0960 | FUEL ADJUSTMENT | 10020NS | DOLL | 22,272.00 | 22,272.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0970 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 23,677.00 | 23,677.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0980 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 1,578.00 | 1,578.000 | 0.000 | 0.000 | 79.75 | 0.00 | ||
| 0990 | SILT TRAP TYPE C | 20496NS843 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 1000 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 36.00 | 36.000 | 48.000 | 48.000 | 50.00 | 2,400.00 | ||
| 1010 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 1020 | LONGITUDINAL EDGE KEY | 21289ND | LF | 1,110.00 | 1,110.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
| 1030 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 3,697.00 | 3,697.000 | 2,068.500 | 2,068.500 | 2.00 | 4,137.00 | ||
| 8000 | EW~ PVC PIPE-8 INCH SEWER GRAVITY MAIN | 10093EX | LF | 0.00 | 558.000 | 558.000 | 0.000 | 558.000 | 75.00 | 41,850.00 | 41,850.00 |
| 8001 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 100.000 | 112.406 | 0.000 | 112.406 | 209.25 | 23,520.95 | 23,520.95 |
| 8002 | TEMPORARY GUARDRAIL | 02397 | LF | 0.00 | 625.000 | 625.000 | 0.000 | 625.000 | 11.10 | 6,937.50 | 6,937.50 |
| 8003 | ROADWAY EXCAVATION SPECIAL | 02200 | CUYD | 0.00 | 4,000.000 | 4,000.000 | 0.000 | 4,000.000 | 20.00 | 80,000.00 | 80,000.00 |
| 8004 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 3,050.000 | 3,050.000 | 0.000 | 3,050.000 | 3.50 | 10,675.00 | 10,675.00 |
| 8005 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 25.000 | 26.330 | 0.000 | 26.330 | 21.40 | 563.46 | 563.46 |
| 8006 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 7,363.990 | 7,363.990 | 0.000 | 7,363.990 | 1.40 | 10,309.58 | 10,309.58 |
| 8007 | SERICEA LESPEDEZA | 92533EN | SQYD | 0.00 | 6,188.430 | 6,188.430 | 0.000 | 6,188.430 | 0.10 | 618.84 | 618.84 |
| 8008 | TIE-IN 8 INCH | 03468 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,000.00 | 2,000.00 | 2,000.00 |
| 8009 | ADJUST WATER VALVE BOXES | 20792ND | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,410.00 | 3,410.00 | 3,410.00 |
| Project | DE06500520614 | Fed/State Project Number | STPS 5262 (043) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | ||||||
| 1040 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 280,000.00 | 280,000.00 | ||
| 1050 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 111,929.00 | 0.00 | ||
| Project | DE06500520614 | Fed/State Project Number | STPS 5262 (043) | Category | 0003 BRIDGE | ||||||
| 1060 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 122.00 | 122.000 | 0.000 | 0.000 | 40.00 | 0.00 | ||
| 1070 | MASONRY COATING | 02998 | SQYD | 204.00 | 204.000 | 0.000 | 0.000 | 9.00 | 0.00 | ||
| 1080 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 1090 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 950.00 | 950.000 | 0.000 | 0.000 | 20.00 | 0.00 | ||
| 1100 | TEST PILES | 08033 | LF | 52.00 | 52.000 | 30.000 | 0.000 | 30.000 | 70.00 | 2,100.00 | 2,100.00 |
| 1110 | PILES-STEEL HP14X73 | 08050 | LF | 187.00 | 187.000 | 118.920 | 0.000 | 118.920 | 55.00 | 6,540.60 | 6,540.60 |
| 1120 | PILE POINTS-14 INCH | 08095 | EACH | 10.00 | 10.000 | 5.000 | 0.000 | 5.000 | 100.00 | 500.00 | 500.00 |
| 1130 | CONCRETE-CLASS A | 08100 | CUYD | 42.80 | 42.800 | 0.000 | 0.000 | 420.00 | 0.00 | ||
| 1140 | CONCRETE-CLASS AA | 08104 | CUYD | 152.00 | 152.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 1150 | STEEL REINFORCEMENT | 08150 | LB | 1,790.00 | 1,790.000 | 0.000 | 0.000 | 0.80 | 0.00 | ||
| 1160 | STEEL REINF-EPOXY COATED | 08151 | LB | 34,285.00 | 34,285.000 | 0.000 | 0.000 | 0.90 | 0.00 | ||
| 1170 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 485.00 | 485.000 | 0.000 | 0.000 | 187.80 | 0.00 | ||
| Project | |||||||||||