|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071025 | Estimate Number | 0048 | Estimate Type FINAL | |||
| District Office | SOMERSET (08320) Robertson, Mark E. P.E. | ||||||
| Contractor | GADDIE-SHAMROCK LLC | ADDR SN 0 VC Code VC0000097576 | |||||
| PO BOX 280 | |||||||
| COLUMBIA , KY , 42728 | |||||||
| Pay Period | 01/14/2012 TO 02/17/2012 | ||||||
| Date Approved | 03/07/2012 | ||||||
| Primary Proj Number | DE001005507W1 | ||||||
| Project No. | STP 55-1 (035) | ||||||
| Primary County | ADAIR | ||||||
| Name of Road | WESTERN BYPASS OF COLUMBIA FROM KY 55 AT THE LOUIE B. NUNN | ||||||
| Description | PARKWAY, EXTENDING NORTHERLY TO KY 55 N. OF COLUMBIA | ||||||
| Date Let | 04/20/2007 | Formal Acceptance | 08/27/2009 | ||||
| Date Awarded | 04/27/2007 | Date Work Began | 05/07/2007 | ||||
| Date Contract Executed | 04/30/2007 | Open To Traffic | 03/11/2009 | ||||
| Date NTP Issued | 04/30/2007 | Actual Completion Date | 03/11/2009 | ||||
| Current Contract Amount | $27,268,101.32 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $25,817,623.23 |
Total Earnings | $27,220,468.27 |
$27,038,664.02 |
$181,804.25 |
|
| Percent Complete | 99.76 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $65,255.05 |
Gross Earnings | $27,220,468.27 |
$27,038,664.02 |
$181,804.25 |
|
| Total Change Orders | $1,450,478.09 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $27,202,846.27 |
$27,021,042.02 |
$181,804.25 |
|||
| Contract Id | 071025 | Change Order Summary |
County | ADAIR | ||||||
| Estimate Nbr | 0048 | Project Number | STP 55-1 (035) | |||||||
| Contractor | GADDIE-SHAMROCK LLC | Period | 01/14/2012 TO 02/17/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Erosion Cont. & Utility Items, Geotex. Fab. & Drainage Items | Approved | 03/24/2008 | $528,784.54 | 7.0 | |||||
| 002 | Utility Revisions | Approved | 05/15/2008 | $63,204.25 | 1.0 | |||||
| 003 | Fuel & Asph. Adj., Entrance Revision, Cost-Plus Exc., ect. | Approved | 07/09/2009 | $858,489.30 | 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 |
||
| DE001005507W1 | 1670 | CONCRETE-CLASS AA | OTHER | 0038 | -53.60 |
$445.00 |
$-23,852.00 |
||
| DE001005507W1 | 1670 | CONCRETE-CLASS AA | OTHER | 0040 | 14.00 |
$445.00 |
$6,230.00 |
||
| Contract Id | 071025 | COMMONWEALTH OF KENTUCKY |
County | ADAIR | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE001005507W1 | |||||||
| Estimate Nbr | 0048 | Period | 01/14/2012 TO 02/17/2012 | |||||||
| Contractor | GADDIE-SHAMROCK LLC | |||||||||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | 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 | 102,940.30 | 103,440.300 | 97,659.260 | 97,659.260 | 19.55 | 1,909,238.53 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 24.00 | 24.000 | 26.800 | 26.800 | 50.00 | 1,340.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 616.10 | 616.100 | 646.110 | 646.110 | 75.40 | 48,716.69 | |||
| 0040 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 29,437.20 | 29,437.200 | 26,645.070 | 26,645.070 | 57.50 | 1,532,091.52 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 18,744.00 | 18,934.000 | 18,127.490 | 18,127.490 | 59.20 | 1,073,147.40 | |||
| 0060 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 17,461.60 | 17,461.600 | 17,645.250 | 17,645.250 | 68.75 | 1,213,110.93 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 73.90 | 73.900 | 77.540 | 77.540 | 560.00 | 43,422.40 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 8,472.50 | 8,547.500 | 8,466.810 | 8,466.810 | 61.95 | 524,518.87 | |||
| 0090 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 47,332.50 | 47,332.500 | 44,346.110 | 44,346.110 | 2.15 | 95,344.13 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 275.00 | 275.000 | 274.000 | 274.000 | 20.00 | 5,480.00 | |||
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | LF | 623.00 | 623.000 | 635.000 | 635.000 | 25.00 | 15,875.00 | |||
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | LF | 137.00 | 137.000 | 305.000 | 305.000 | 30.00 | 9,150.00 | |||
| 0130 | ENTRANCE PIPE-30 INCH | 00445 | LF | 109.00 | 109.000 | 109.000 | 109.000 | 45.00 | 4,905.00 | |||
| 0140 | CULVERT PIPE-15 INCH | 00461 | LF | 337.00 | 337.000 | 337.000 | 337.000 | 35.00 | 11,795.00 | |||
| 0150 | CULVERT PIPE-18 INCH | 00462 | LF | 953.80 | 953.800 | 988.400 | 988.400 | 38.00 | 37,559.20 | |||
| 0160 | CULVERT PIPE-24 INCH | 00464 | LF | 1,601.90 | 1,601.900 | 1,681.800 | 1,681.800 | 40.00 | 67,272.00 | |||
| 0170 | CULVERT PIPE-30 INCH | 00466 | LF | 1,064.30 | 1,064.300 | 1,064.300 | 1,064.300 | 53.00 | 56,407.90 | |||
| 0180 | CULVERT PIPE-36 INCH | 00468 | LF | 521.60 | 521.600 | 522.000 | 522.000 | 58.00 | 30,276.00 | |||
| 0190 | CULVERT PIPE-42 INCH | 00469 | LF | 842.80 | 1,082.800 | 1,081.900 | 1,081.900 | 100.00 | 108,190.00 | |||
| 0200 | CULVERT PIPE-48 INCH | 00470 | LF | 364.60 | 364.600 | 365.000 | 365.000 | 125.00 | 45,625.00 | |||
| 0210 | CULVERT PIPE-54 INCH | 00471 | LF | 455.50 | 455.500 | 455.500 | 455.500 | 145.00 | 66,047.50 | |||
| 0220 | CULVERT PIPE-60 INCH | 00472 | LF | 686.00 | 560.000 | 551.000 | 551.000 | 210.00 | 115,710.00 | |||
| 0230 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,389.40 | 1,389.400 | 1,446.000 | 1,446.000 | 5.00 | 7,230.00 | |||
| 0240 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 2,766.70 | 2,766.700 | 1,239.000 | 1,239.000 | 6.00 | 7,434.00 | |||
| 0250 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 325.00 | 2,600.00 | |||
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 350.00 | 5,250.00 | |||
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0280 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 1,050.00 | 8,400.00 | |||
| 0290 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
| 0300 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,625.00 | 31,500.00 | |||
| 0310 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,350.00 | 13,400.00 | |||
| 0320 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,400.00 | 10,800.00 | |||
| 0330 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,450.00 | 17,250.00 | |||
| 0340 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0350 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0360 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,200.00 | 10,400.00 | |||
| 0370 | JUNCTION BOX-SPECIAL | 01653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0380 | FLUME INLET TYPE 2 | 01691 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 3,600.00 | 72,000.00 | |||
| 0390 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 925.00 | 0.00 | |||
| 0400 | ISLAND INTEGRAL CURB | 01845 | LF | 195.75 | 195.750 | 230.300 | 230.300 | 40.00 | 9,212.00 | |||
| 0410 | ASPHALT WEDGE CURB | 01897 | LF | 7,429.10 | 7,429.100 | 7,620.000 | 7,620.000 | 7.50 | 57,150.00 | |||
| 0420 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 7.00 | 77.00 | |||
| 0430 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 11.00 | 11.000 | 22.000 | 22.000 | 7.00 | 154.00 | |||
| 0440 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 880.00 | 880.000 | 440.000 | 440.000 | 6.50 | 2,860.00 | |||
| 0450 | BARRICADE-TYPE II | 02013 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0460 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 27.000 | 27.000 | 300.00 | 8,100.00 | |||
| 0470 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 497.80 | 497.800 | 660.328 | 660.328 | 50.00 | 33,016.40 | |||
| 0480 | REMOVE PAVEMENT | 02091 | SQYD | 2,727.70 | 2,727.700 | -2.000 | 2,288.100 | 2,286.100 | 5.00 | -10.00 | 11,430.50 | |
| 0490 | TEMPORARY DITCH | 02159 | LF | 2,235.00 | 2,235.000 | 2,465.000 | 2,465.000 | 1.00 | 2,465.00 | |||
| 0500 | REMOVE PAVED DITCH | 02165 | SQYD | 48.10 | 48.100 | 48.100 | 48.100 | 10.00 | 481.00 | |||
| 0520 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 60.00 | 60.000 | 184.590 | 184.590 | 32.00 | 5,906.88 | |||
| 0530 | GRANULAR EMBANKMENT | 02223 | CUYD | 282.00 | 282.000 | 290.220 | 290.220 | 20.00 | 5,804.40 | |||
| 0540 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,509,417.00 | 1,519,417.000 | 1,515,522.000 | 1,515,522.000 | 4.55 | 6,895,625.10 | |||
| 0550 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0560 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 55,806.70 | 55,806.700 | 54,677.000 | 54,677.000 | 4.53 | 247,686.81 | |||
| 0570 | SINGLE VEHICULAR WOVEN WIRE GATE | 02288 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0580 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 28,300.00 | 28,300.000 | 32,077.500 | 32,077.500 | 15.30 | 490,785.75 | |||
| 0590 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,925.00 | 7,700.00 | |||
| 0600 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 50.00 | 50.000 | 42.000 | 42.000 | 35.00 | 1,470.00 | |||
| 0610 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,335.00 | 28,020.00 | |||
| 0620 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,895.00 | 3,790.00 | |||
| 0630 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 545.00 | 2,180.00 | |||
| 0640 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 825.00 | 0.00 | |||
| 0650 | REMOVE GUARDRAIL | 02381 | LF | 670.20 | 670.200 | 1,387.500 | 1,387.500 | 1.15 | 1,595.62 | |||
| 0660 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 30.00 | 30.000 | 28.000 | 28.000 | 1,770.00 | 49,560.00 | |||
| 0670 | SEPTIC TANK TREATMENT | 02404 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0680 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 201.00 | 201.000 | 201.000 | 201.000 | 80.00 | 16,080.00 | |||
| 0690 | WITNESS POST | 02432 | EACH | 201.00 | 201.000 | 201.000 | 201.000 | 42.00 | 8,442.00 | |||
| 0700 | CLEAN SINKHOLE | 02469 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0710 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0720 | CHANNEL LINING CLASS II | 02483 | TON | 3,220.90 | 3,220.900 | 7,910.910 | 7,910.910 | 20.00 | 158,218.20 | |||
| 0730 | CHANNEL LINING CLASS III | 02484 | TON | 9,302.70 | 9,302.700 | 6,813.350 | 6,813.350 | 22.00 | 149,893.70 | |||
| 0740 | CLEARING AND GRUBBING 221 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,000.00 | 135,000.00 | |||
| 0750 | CONCRETE-CLASS B | 02555 | CUYD | 212.80 | 212.800 | 215.800 | 215.800 | 340.00 | 73,372.00 | |||
| 0760 | SIGNS | 02562 | SQFT | 877.70 | 877.700 | 2,189.000 | 2,189.000 | 9.00 | 19,701.00 | |||
| 0770 | OBJECT MARKER TYPE 2 | 02565 | EACH | 12.00 | 12.000 | 16.000 | 16.000 | 100.00 | 1,600.00 | |||
| 0780 | EDGE KEY | 02585 | LF | 140.00 | 140.000 | 164.000 | 164.000 | 15.00 | 2,460.00 | |||
| 0790 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,217.00 | 1,217.000 | 6,144.345 | 6,144.345 | 2.00 | 12,288.69 | |||
| 0800 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0810 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 0820 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0830 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 194.80 | 194.800 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0840 | SAFELOADING | 02690 | CUYD | 27.40 | 27.400 | 36.000 | 36.000 | 130.00 | 4,680.00 | |||
| 0850 | TEMPORARY SILT FENCE | 02701 | LF | 916.00 | 53,916.000 | 53,610.000 | 53,610.000 | 2.00 | 107,220.00 | |||
| 0860 | SILT TRAP TYPE A | 02703 | EACH | 14.00 | 14.000 | 27.000 | 27.000 | 250.00 | 6,750.00 | |||
| 0870 | SILT TRAP TYPE B | 02704 | EACH | 588.00 | 588.000 | 313.000 | 313.000 | 100.00 | 31,300.00 | |||
| 0880 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 88.000 | 88.000 | 1.00 | 88.00 | |||
| 0890 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,764.00 | 1,764.000 | 284.000 | 284.000 | 1.00 | 284.00 | |||
| 0900 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 916.00 | 916.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0910 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 210,000.00 | 210,000.00 | |||
| 0920 | CRASH CUSHION TYPE VI D | 02888 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 11,865.00 | 23,730.00 | |||
| 0930 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,240.00 | 10,480.00 | |||
| 0940 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0950 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 880.00 | 880.000 | 880.000 | 880.000 | 20.00 | 17,600.00 | |||
| 0960 | EROSION CONTROL BLANKET | 05950 | SQYD | 17,642.80 | 137,642.800 | 180,885.000 | 180,885.000 | 1.22 | 220,679.70 | |||
| 0970 | TEMPORARY MULCH | 05952 | SQYD | 206,570.00 | 393,570.000 | 412,938.000 | 412,938.000 | 0.13 | 53,681.94 | |||
| 0980 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 87,164.00 | 587,164.000 | 646,196.000 | 646,196.000 | 0.17 | 109,853.32 | |||
| 0990 | TOPDRESSING FERTILIZER | 05966 | TON | 22.60 | 22.600 | 44.000 | 44.000 | 550.00 | 24,200.00 | |||
| 1000 | SEEDING AND PROTECTION | 05985 | SQYD | 206,570.00 | 206,570.000 | 767,684.000 | 767,684.000 | 0.30 | 230,305.20 | |||
| 1010 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 229,242.00 | 229,242.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1020 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 29,000.00 | 29,000.000 | 28,677.000 | 28,677.000 | 0.22 | 6,308.94 | |||
| 1030 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 131,063.00 | 131,063.000 | 130,624.000 | 130,624.000 | 0.22 | 28,737.28 | |||
| 1040 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 509.00 | 509.000 | 542.000 | 542.000 | 4.80 | 2,601.60 | |||
| 1050 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 33,782.20 | 33,782.200 | 5,023.000 | 5,023.000 | 2.35 | 11,804.05 | |||
| 1060 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 29.00 | 29.000 | 40.000 | 40.000 | 115.00 | 4,600.00 | |||
| 1070 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 56.00 | 56.000 | 66.000 | 66.000 | 115.00 | 7,590.00 | |||
| 1080 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 11.00 | 11.000 | 13.000 | 13.000 | 195.00 | 2,535.00 | |||
| 1090 | CONCRETE-CLASS A | 08100 | CUYD | 152.02 | 152.020 | 163.120 | 163.120 | 930.00 | 151,701.60 | |||
| 1100 | STEEL REINFORCEMENT | 08150 | LB | 8,400.00 | 8,400.000 | 8,087.000 | 8,087.000 | 1.50 | 12,130.50 | |||
| 1110 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 166,776.00 | 166,776.000 | 17,525.070 | 17,525.070 | 1.00 | 17,525.07 | |||
| 1120 | FUEL ADJUSTMENT | 10020NS | DOLL | 203,358.00 | 563,451.430 | 471,261.510 | 471,261.510 | 1.00 | 471,261.51 | |||
| 1130 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 150,098.00 | 515,709.360 | 862,114.180 | 862,114.180 | 1.00 | 862,114.18 | |||
| 1140 | GRANULAR PILE CORE | 20209EP69 | CUYD | 1,177.60 | 3,990.900 | 3,990.900 | 3,990.900 | 24.00 | 95,781.60 | |||
| 1150 | SWEET GUM | 20236MS724 | EACH | 111.00 | 111.000 | 111.000 | 111.000 | 30.00 | 3,330.00 | |||
| 1160 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 55,313.00 | 55,313.000 | 59,229.000 | 59,229.000 | 0.32 | 18,953.28 | |||
| 1170 | CL3 ASPH SURF 0.38B PG76-22 | 20469ES403 | TON | 9,272.20 | 9,272.200 | 9,599.150 | 9,599.150 | 77.20 | 741,054.38 | |||
| 1180 | SILT TRAP TYPE C | 20496NS843 | EACH | 58.00 | 58.000 | 48.000 | 48.000 | 230.00 | 11,040.00 | |||
| 1190 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 174.00 | 174.000 | 42.000 | 42.000 | 1.00 | 42.00 | |||
| 1200 | PIN OAK | 20511NS724 | EACH | 111.00 | 111.000 | 111.000 | 111.000 | 30.00 | 3,330.00 | |||
| 1210 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 1220 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 23,347.60 | 23,347.600 | 8,715.056 | 8,715.056 | 2.00 | 17,430.11 | |||
| 8004 | MASONRY COATING (RETAINING WALL) | 02998 | SQYD | 0.00 | 150.000 | 168.560 | 168.560 | 9.00 | 1,517.04 | |||
| 8005 | JUNCTION BOX-18 INCH (STA. 310+46 LT.) | 01642 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,588.26 | 1,588.26 | |||
| 8006 | REMOVE AND RELAY PIPE CULVERT-18 INCH (STA. 91+45) | 01312 | LF | 0.00 | 131.000 | 131.000 | 131.000 | 34.50 | 4,519.50 | |||
| 8007 | CULVERT PIPE-60 INCH RESTOCK (STA. 96+30) | 00472 | LF | 0.00 | 128.000 | 128.000 | 128.000 | 19.86 | 2,542.08 | |||
| 8016 | EARTHWORK Entrance Revision Rt. Sta. 191+00 | 20196ED | LS | 0.00 | 1.000 | 1.000 | 1.000 | 27,832.86 | 27,832.86 | |||
| 8017 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 8018 | COST PLUS WORK Pre-Split & Excavation in Cut Lt. Sta. 215 +00 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,009.37 | 14,009.37 | |||
| 8019 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 12,719.470 | 12,719.470 | 12,719.470 | 1.00 | 12,719.47 | |||
| 8020 | PAVE STRIPING REMOVAL-4 INCH -- Waterblasting | 06530 | LF | 0.00 | 3,540.000 | 3,540.000 | 3,540.000 | 0.89 | 3,150.60 | |||
| 8021 | FLOWABLE FILL --- Pipe Backfill Sta. 96+30 | 02220 | CUYD | 0.00 | 24.000 | 24.000 | 24.000 | 79.29 | 1,902.96 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0002 BRIDGE | |||||||
| 1230 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 354.00 | 354.000 | 389.587 | 389.587 | 36.00 | 14,025.13 | |||
| 1250 | MASONRY COATING | 02998 | SQYD | 1,646.00 | 1,646.000 | 1,744.000 | 1,744.000 | 9.00 | 15,696.00 | |||
| 1260 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 104.00 | 104.000 | 104.000 | 104.000 | 75.00 | 7,800.00 | |||
| 1270 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 195.30 | 195.300 | 195.660 | 195.660 | 575.00 | 112,504.50 | |||
| 1280 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 165.00 | 165.000 | 177.074 | 177.074 | 35.00 | 6,197.59 | |||
| 1290 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,429.00 | 2,429.000 | 2,365.200 | 2,365.200 | 20.00 | 47,304.00 | |||
| 1300 | TEST PILES | 08033 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 48.00 | 4,032.00 | |||
| 1310 | PILES-STEEL HP12X53 | 08046 | LF | 840.00 | 840.000 | 871.020 | 871.020 | 48.00 | 41,808.96 | |||
| 1320 | PILE POINTS-12 INCH | 08094 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 120.00 | 3,120.00 | |||
| 1330 | CONCRETE-CLASS A | 08100 | CUYD | 543.40 | 543.400 | 543.400 | 543.400 | 400.00 | 217,360.00 | |||
| 1340 | CONCRETE-CLASS AA | 08104 | CUYD | 1,259.00 | 1,259.000 | 1,259.000 | 1,259.000 | 445.00 | 560,255.00 | |||
| 1350 | STEEL REINFORCEMENT | 08150 | LB | 77,580.00 | 77,580.000 | 77,580.000 | 77,580.000 | 0.93 | 72,149.40 | |||
| 1360 | STEEL REINF-EPOXY COATED | 08151 | LB | 333,800.00 | 333,800.000 | 334,768.000 | 334,768.000 | 0.99 | 331,420.32 | |||
| 1370 | STRUCTURAL STEEL 7050 LBS. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 1380 | EXPANSION DAM-4 INCH NEOPRENE | 08472 | LF | 104.00 | 104.000 | 104.000 | 104.000 | 175.00 | 18,200.00 | |||
| 1390 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 3,606.60 | 3,606.600 | 3,606.600 | 3,606.600 | 270.00 | 973,782.00 | |||
| 1400 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 146.70 | 146.700 | 147.320 | 147.320 | 695.00 | 102,387.40 | |||
| 1410 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,455.00 | 1,455.000 | 1,455.000 | 1,455.000 | 90.00 | 130,950.00 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0003 BRIDGE | |||||||
| 1420 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 354.00 | 354.000 | 354.000 | 354.000 | 36.00 | 12,744.00 | |||
| 1430 | MASONRY COATING | 02998 | SQYD | 1,274.00 | 1,274.000 | 1,227.554 | 1,227.554 | 9.00 | 11,047.98 | |||
| 1440 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 105.90 | 105.900 | 105.900 | 105.900 | 75.00 | 7,942.50 | |||
| 1450 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 92.00 | 92.000 | 89.060 | 89.060 | 35.00 | 3,117.10 | |||
| 1460 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 31.00 | 31.000 | 45.520 | 45.520 | 35.00 | 1,593.20 | |||
| 1470 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 243.00 | 243.000 | 386.170 | 386.170 | 22.00 | 8,495.74 | |||
| 1480 | TEST PILES | 08033 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 48.00 | 2,304.00 | |||
| 1490 | PILES-STEEL HP12X53 | 08046 | LF | 370.00 | 370.000 | 298.420 | 298.420 | 48.00 | 14,324.16 | |||
| 1500 | PILE POINTS-12 INCH | 08094 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 120.00 | 2,400.00 | |||
| 1510 | CONCRETE-CLASS A | 08100 | CUYD | 189.10 | 189.100 | 189.100 | 189.100 | 400.00 | 75,640.00 | |||
| 1520 | CONCRETE-CLASS AA | 08104 | CUYD | 410.40 | 410.400 | 410.400 | 410.400 | 445.00 | 182,628.00 | |||
| 1530 | STEEL REINFORCEMENT | 08150 | LB | 27,063.00 | 27,063.000 | 27,063.000 | 27,063.000 | 0.93 | 25,168.59 | |||
| 1540 | STEEL REINF-EPOXY COATED | 08151 | LB | 118,122.00 | 118,122.000 | 118,122.000 | 118,122.000 | 0.99 | 116,940.78 | |||
| 1550 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 1,120.80 | 1,120.800 | 1,120.800 | 1,120.800 | 255.00 | 285,804.00 | |||
| 1560 | RAIL SYSTEM TYPE III | 21532ED | LF | 454.60 | 454.600 | 454.600 | 454.600 | 90.00 | 40,914.00 | |||
| 8000 | FABRIC-GEOTEXTILE TYPE I (END BENT SLOPE PROTECTION) | 02596 | SQYD | 0.00 | 350.000 | 604.889 | 604.889 | 2.50 | 1,512.22 | |||
| 8002 | FABRIC-GEOTEXTILE TYPE IV (STRUCTURE GRANULAR BACKFILL) | 02599 | SQYD | 0.00 | 1,000.000 | 318.298 | 318.298 | 2.50 | 795.74 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0004 BRIDGE | |||||||
| 1570 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 428.00 | 428.000 | 473.814 | 473.814 | 36.00 | 17,057.30 | |||
| 1580 | MASONRY COATING | 02998 | SQYD | 1,695.00 | 1,695.000 | 1,508.211 | 1,508.211 | 9.00 | 13,573.89 | |||
| 1590 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 193.90 | 193.900 | 193.900 | 193.900 | 75.00 | 14,542.50 | |||
| 1600 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 315.00 | 315.000 | 358.260 | 358.260 | 35.00 | 12,539.10 | |||
| 1610 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 87.00 | 87.000 | 139.140 | 139.140 | 35.00 | 4,869.90 | |||
| 1620 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 486.00 | 486.000 | 593.550 | 593.550 | 22.00 | 13,058.10 | |||
| 1630 | TEST PILES | 08033 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 48.00 | 2,976.00 | |||
| 1640 | PILES-STEEL HP12X53 | 08046 | LF | 776.00 | 776.000 | 767.850 | 767.850 | 48.00 | 36,856.80 | |||
| 1650 | PILE POINTS-12 INCH | 08094 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 120.00 | 3,600.00 | |||
| 1660 | CONCRETE-CLASS A | 08100 | CUYD | 537.40 | 537.400 | 537.400 | 537.400 | 400.00 | 214,960.00 | |||
| 1670 | CONCRETE-CLASS AA | 08104 | CUYD | 530.20 | 530.200 | 530.200 | 530.200 | 445.00 | 235,939.00 | |||
| 1680 | STEEL REINFORCEMENT | 08150 | LB | 61,616.00 | 61,616.000 | 61,616.000 | 61,616.000 | 0.93 | 57,302.88 | |||
| 1690 | STEEL REINF-EPOXY COATED | 08151 | LB | 134,640.00 | 134,640.000 | 134,640.000 | 134,640.000 | 0.99 | 133,293.60 | |||
| 1700 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,422.70 | 1,422.700 | 1,422.700 | 1,422.700 | 185.00 | 263,199.50 | |||
| 1710 | RAIL SYSTEM TYPE III | 21532ED | LF | 364.10 | 364.100 | 364.100 | 364.100 | 90.00 | 32,769.00 | |||
| 8001 | FABRIC-GEOTEXTILE TYPE I (END BENT SLOPE PROTECTION) | 02596 | SQYD | 0.00 | 1,097.000 | 970.000 | 970.000 | 2.50 | 2,425.00 | |||
| 8003 | FABRIC-GEOTEXTILE TYPE IV (STRUCTURE GRANULAR BACKFILL) | 02599 | SQYD | 0.00 | 1,000.000 | 633.048 | 633.048 | 2.50 | 1,582.62 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0005 BRIDGE | |||||||
| 1720 | FOUNDATION PREPARATION RCBC-25851 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 1730 | CONCRETE-CLASS A | 08100 | CUYD | 232.70 | 232.700 | 232.700 | 232.700 | 400.00 | 93,080.00 | |||
| 1740 | STEEL REINFORCEMENT | 08150 | LB | 30,418.00 | 30,418.000 | 30,418.000 | 30,418.000 | 0.93 | 28,288.74 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0006 BRIDGE | |||||||
| 1750 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 4.660 | 4.660 | 35.00 | 163.10 | |||
| 1760 | FOUNDATION PREPARATION RCBC-25852 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1770 | CONCRETE-CLASS A | 08100 | CUYD | 50.60 | 50.600 | 50.600 | 50.600 | 400.00 | 20,240.00 | |||
| 1780 | STEEL REINFORCEMENT | 08150 | LB | 3,087.00 | 3,087.000 | 3,087.000 | 3,087.000 | 0.93 | 2,870.91 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0007 BRIDGE | |||||||
| 1790 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 123.00 | 123.000 | 161.720 | 161.720 | 35.00 | 5,660.20 | |||
| 1800 | FOUNDATION PREPARATION RCBC-25847 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1810 | CONCRETE-CLASS A | 08100 | CUYD | 577.70 | 577.700 | 577.700 | 577.700 | 400.00 | 231,080.00 | |||
| 1820 | STEEL REINFORCEMENT | 08150 | LB | 68,698.00 | 68,698.000 | 68,698.000 | 68,698.000 | 0.93 | 63,889.14 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0008 BRIDGE | |||||||
| 1830 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 18.070 | 18.070 | 35.00 | 632.45 | |||
| 1840 | FOUNDATION PREPARATION RCBC-25849 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1850 | CONCRETE-CLASS A | 08100 | CUYD | 327.70 | 327.700 | 327.700 | 327.700 | 400.00 | 131,080.00 | |||
| 1860 | STEEL REINFORCEMENT | 08150 | LB | 43,306.00 | 43,306.000 | 43,306.000 | 43,306.000 | 0.93 | 40,274.58 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0009 SIGNALIZATION | |||||||
| 1870 | CONDUIT-1 1/4 INCH | 04793 | LF | 2,003.00 | 2,003.000 | 1,629.000 | 1,629.000 | 3.00 | 4,887.00 | |||
| 1880 | CONDUIT-2 INCH | 04795 | LF | 657.00 | 657.000 | 626.000 | 626.000 | 5.00 | 3,130.00 | |||
| 1890 | JUNCTION BOX TYPE B | 04811 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 800.00 | 14,400.00 | |||
| 1900 | TRENCHING AND BACKFILLING | 04820 | LF | 2,660.00 | 2,660.000 | 2,255.000 | 2,255.000 | 5.00 | 11,275.00 | |||
| 1910 | LOOP WIRE | 04830 | LF | 5,288.00 | 5,288.000 | 4,682.000 | 4,682.000 | 0.25 | 1,170.50 | |||
| 1920 | CABLE-NO. 14/5C | 04844 | LF | 2,520.00 | 2,520.000 | 2,400.000 | 2,400.000 | 1.00 | 2,400.00 | |||
| 1930 | CABLE-NO. 14/1 PAIR | 04850 | LF | 9,500.00 | 9,500.000 | 9,800.000 | 9,800.000 | 1.00 | 9,800.00 | |||
| 1940 | MESSENGER-10800 LB | 04885 | LF | 850.00 | 850.000 | 986.000 | 986.000 | 4.00 | 3,944.00 | |||
| 1950 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,065.00 | 2,065.000 | 2,087.000 | 2,087.000 | 8.50 | 17,739.50 | |||
| 1960 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,556.00 | 7,112.00 | |||
| 1970 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 4,500.00 | 36,000.00 | |||
| 1980 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1990 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 2000 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0010 SEWER | |||||||
| 2010 | RECONNECT SERVICE | 03437 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 825.00 | 0.00 | |||
| 2020 | VALVE-4 INCH | 03494 | EACH | 4.00 | 4.000 | 7.000 | 7.000 | 650.00 | 4,550.00 | |||
| 2030 | FORCE MAIN-4 IN | 20980ED | LF | 2,500.00 | 2,500.000 | 2,600.000 | 2,600.000 | 10.50 | 27,300.00 | |||
| 2040 | SERVICE TUBING-3/4 IN | 21475ED | LF | 90.00 | 620.000 | 620.000 | 620.000 | 20.00 | 12,400.00 | |||
| 2050 | CONNECTION TY 1 | 21867NN | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,100.00 | 6,600.00 | |||
| 2060 | TANDEM METER SETTING | 21868NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 2070 | OPEN CUT AND CASE FOR 4 IN SEWER MAIN | 21869EN | LF | 600.00 | 600.000 | 660.000 | 660.000 | 60.00 | 39,600.00 | |||
| 8008 | SEWER PIPE-4 INCH GRAVITY PVC | 01050 | LF | 0.00 | 840.000 | 880.000 | 880.000 | 28.50 | 25,080.00 | |||
| 8009 | OPEN CUT AND CASE FOR 4 IN SEWER MAIN STA 100+30 | 21869EN | LF | 0.00 | 175.000 | 195.000 | 195.000 | 64.51 | 12,579.45 | |||
| 8010 | MANHOLE-4 FT | 21918NN | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,875.00 | 8,625.00 | |||
| 8011 | MANHOLE-4 FT BARREL EXTENSION | 21921EN | VTFT | 0.00 | 12.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 8012 | CONNECTION | 21866NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 8013 | CLEANOUT | 20985ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 8014 | EXPLORATION | 20586NN | HOUR | 0.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0011 WATERLINE | |||||||
| 2080 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 1,045.00 | 1,045.000 | 1,040.000 | 1,040.000 | 40.00 | 41,600.00 | |||
| 2090 | BLOW-OFF ASSEMBLY 4" | 01315 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 2100 | BLOW-OFF ASSEMBLY 6" | 01315 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 2110 | PVC PIPE-3 INCH | 03382 | LF | 4,770.00 | 5,797.000 | 5,797.000 | 5,797.000 | 9.00 | 52,173.00 | |||
| 2120 | PVC PIPE-4 INCH | 03383 | LF | 4,750.00 | 6,176.000 | 6,176.000 | 6,176.000 | 10.00 | 61,760.00 | |||
| 2130 | PVC PIPE-6 INCH | 03385 | LF | 2,045.00 | 2,045.000 | 2,110.000 | 2,110.000 | 13.60 | 28,696.00 | |||
| 2140 | PVC PIPE-8 INCH | 03387 | LF | 1,515.00 | 1,515.000 | 1,645.000 | 1,645.000 | 17.00 | 27,965.00 | |||
| 2150 | RECONNECT SERVICE | 03437 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 2160 | GATE VALVE-3 INCH | 03523 | EACH | 14.00 | 14.000 | 10.000 | 10.000 | 500.00 | 5,000.00 | |||
| 2170 | GATE VALVE-4 INCH | 03524 | EACH | 9.00 | 9.000 | 13.000 | 13.000 | 550.00 | 7,150.00 | |||
| 2180 | GATE VALVE-6 INCH | 03526 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 675.00 | 4,050.00 | |||
| 2190 | GATE VALVE-8 INCH | 03528 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
| 2200 | GATE VALVE-12 INCH | 03532 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 2210 | CREEK CROSSING-6 IN | 20168EC | LF | 90.00 | 314.000 | 314.000 | 314.000 | 100.00 | 31,400.00 | |||
| 2220 | RECONNECT METER | 20169EC | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 800.00 | 4,800.00 | |||
| 2230 | BLOW OFF ASSEMBLY-3 IN | 20779ND | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 800.00 | 5,600.00 | |||
| 2240 | SERVICE TUBING-3/4 IN | 21475ED | LF | 1,040.00 | 1,040.000 | 208.000 | 208.000 | 10.00 | 2,080.00 | |||
| 2250 | BORE AND CASE FOR 4 IN WATERLINE | 21858EN | LF | 220.00 | 220.000 | 170.000 | 170.000 | 110.00 | 18,700.00 | |||
| 2260 | BORE AND CASE FOR 3 IN WATERLINE | 21859EN | LF | 70.00 | 70.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 2270 | OPEN CUT AND CASE FOR 8 IN WATERLINE | 21860EN | LF | 210.00 | 210.000 | 240.000 | 240.000 | 100.00 | 24,000.00 | |||
| 2280 | OPEN CUT AND CASE FOR 6 IN WATERLINE | 21861EN | LF | 495.00 | 495.000 | 395.000 | 395.000 | 95.00 | 37,525.00 | |||
| 2290 | OPEN CUT AND CASE FOR 4 IN WATERLINE | 21862EN | LF | 465.00 | 550.000 | 550.000 | 550.000 | 85.00 | 46,750.00 | |||
| 2300 | OPEN CUT AND CASE FOR 3 IN WATERLINE | 21863EN | LF | 1,875.00 | 2,156.000 | 2,156.000 | 2,156.000 | 70.00 | 150,920.00 | |||
| 2310 | CREEK CROSSING-4 IN | 21864EN | LF | 45.00 | 45.000 | 67.000 | 67.000 | 90.00 | 6,030.00 | |||
| 2320 | CREEK CROSSING-3 IN | 21865EN | LF | 80.00 | 80.000 | 98.000 | 98.000 | 90.00 | 8,820.00 | |||
| 2330 | CONNECTION | 21866NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 2340 | CONNECTION TY 1 | 21867NN | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 2,500.00 | 67,500.00 | |||
| 2350 | TANDEM METER SETTING | 21868NN | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 850.00 | 6,800.00 | |||
| 2850 | HYDRO-STOP INSERTION VALVE-12 IN | 22103NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 2860 | HYDRO-STOP INSERTION VALVE-8 IN | 22104NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,700.00 | 13,400.00 | |||
| 2870 | HYDRO-STOP INSERTION VALVE-6 IN | 22105NN | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 5,800.00 | 11,600.00 | |||
| 2880 | HYDRO-STOP INSERTION VALVE-4 IN | 22106NN | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
| 8015 | RELOCATE WATER LINE -ENCASEMENT EXTENSION | 03422 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,700.00 | 15,700.00 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0012 UTILITY | |||||||
| 2360 | GAS LINE-4 INCH | 03404 | LF | 2,444.00 | 2,444.000 | 2,498.000 | 2,498.000 | 25.50 | 63,699.00 | |||
| 2370 | TIE-IN 2 IN TO EXIST POLYETHYLENE MAIN | 20651ND | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 2380 | PRESSURE TEST OF POLYETHYLENE PIPING | 20654ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 2390 | CAP,PURGE & ABANDON 2 IN POLY MAIN SEGMENT | 20656ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 2400 | CAP-PURGE & ABANDON 6 IN STEEL MAIN | 20657ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 2410 | LINE MARKER | 20691ND | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 2420 | POLYETHYLENE GAS MAIN-2 IN | 21846EN | LF | 1,867.00 | 1,867.000 | 1,788.000 | 1,788.000 | 4.00 | 7,152.00 | |||
| 2430 | POLYETHYLENE GAS MAIN-3 IN | 21847EN | LF | 245.00 | 245.000 | 235.000 | 235.000 | 6.00 | 1,410.00 | |||
| 2440 | ROAD BORE POLYETHYLENE MAIN-3 IN | 21848EN | LF | 200.00 | 200.000 | 220.000 | 220.000 | 68.00 | 14,960.00 | |||
| 2450 | ROAD BORE STEEL MAIN-4 IN | 21849EN | LF | 250.00 | 250.000 | 250.000 | 250.000 | 70.00 | 17,500.00 | |||
| 2460 | LINESTOPPER-4 IN | 21850NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 2470 | PRESSURE TEST OF 4 IN STEEL PIPING | 21851NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,450.00 | 2,450.00 | |||
| 2480 | CAP,PURGE,AND ABANDON 3 IN POLY MAIN SEG | 21852NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2490 | POLYETHYLENE GAS MAIN-1 IN | 21853NN | LF | 200.00 | 200.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 2500 | POLYETHYLENE GAS MAIN-3/4 IN | 21854NN | LF | 600.00 | 600.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 2510 | TEST STATION INSTALLATION | 21855NN | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 425.00 | 1,275.00 | |||
| 2520 | FARM TAP INSTALLATION | 21856NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,250.00 | 2,250.00 | |||
| 2530 | POLYETHYLENE VALVE INSTALLATION-3 IN | 21857NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0013 DEMOBILIZATION & MOBILIZATION | |||||||
| 2810 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,212,094.98 | 1,212,094.98 | |||
| 2820 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 363,628.49 | 181,814.24 | 363,628.49 | |
| Project | DE001005507W1 | Fed/State Project Number | STP 55-1 (035) | Category | 0014 TRAINEES | |||||||
| 2830 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 1.00 | 1,000.00 | |||
| 2840 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
| SUBTOT | $181,804.24 |
$27,220,468.13 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0560-1-0I |
Fence-Woven Wire Type 1 | LF |
55,806.70 | 0003 | $1.778380 | $94,283.52 | ||||||
1300-1-0I |
Test Piles | LF |
84.00 | 0003 | $24.000000 | $1,915.20 | ||||||
1310-1-1I |
Piles-Steel HP12X53 | LF |
134.00 | 0003 | $24.000000 | $3,055.20 | ||||||
1310-1-0I |
Piles-Steel HP12X53 | LF |
706.00 | 0003 | $24.000000 | $16,096.80 | ||||||
1320-1-0I |
PILE POINTS | EACH |
26.00 | 0003 | $72.390000 | $1,788.03 | ||||||
1480-1-0I |
Test Piles | LF |
48.00 | 0003 | $24.000000 | $1,094.40 | ||||||
1490-1-0I |
Piles-Steel HP12X53 | LF |
370.00 | 0003 | $24.000000 | $8,436.00 | ||||||
1500-2-0I |
PILE POINTS | EACH |
16.00 | 0003 | $72.390000 | $1,100.33 | ||||||
1500-1-0I |
PILE POINTS | EACH |
4.00 | 0003 | $72.390000 | $275.08 | ||||||
1630-1-0I |
Test Piles | LF |
62.00 | 0003 | $24.000000 | $1,413.60 | ||||||
1640-1-0I |
Piles-Steel HP12X53 | LF |
776.00 | 0003 | $24.000000 | $17,692.80 | ||||||
1650-1-0I |
PILE POINTS | EACH |
30.00 | 0003 | $72.390000 | $2,063.12 | ||||||
1530-1-0I |
Steel Reinf Pier #1 Bridge 25846 | LB |
27,063.00 | 0005 | $0.427710 | $10,996.36 | ||||||
1740-1-1I |
Steel Reinf RCBC-25851 | LB |
12,826.00 | 0005 | $0.427710 | $5,211.52 | ||||||
1740-1-0I |
Steel Reinf RCBC-25851 | LB |
17,592.00 | 0005 | $0.427710 | $7,148.06 | ||||||
1860-1-0I |
Steel Reinf RCBC-25849 | LB |
23,680.00 | 0005 | $0.427710 | $9,621.76 | ||||||
1680-1-1I |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
38,110.00 | 0008 | $0.428490 | $15,513.27 | ||||||
1680-1-0I |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
13,458.00 | 0008 | $0.427710 | $5,468.32 | ||||||
1820-1-0I |
Steel Reinf. RCBC-25847 | LB |
68,698.00 | 0008 | $0.451000 | $29,433.74 | ||||||
1100-1-0I |
Steel Reinf. (25848-Med. Barr. Ends Cond. #2) | LB |
1,142.00 | 0009 | $0.427710 | $464.02 | ||||||
1540-1-0I |
STEEL REINF- EPOXY COATED (Bridge 25846) | LB |
10,467.00 | 0009 | $0.517280 | $5,143.65 | ||||||
1680-1-2I |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
10,200.00 | 0009 | $0.427710 | $4,144.51 | ||||||
1520-1-0I |
SIP Metal Decking (Drawing No. 25846) | SQFT |
7,204.00 | 0011 | $3.607140 | $24,686.61 | ||||||
1540-1-1I |
STEEL REINF- EPOXY COATED (Bridge 25846) | LB |
43,462.00 | 0011 | $0.517280 | $21,357.93 | ||||||
1350-1-0I |
Resteel (25850) | LB |
11,714.00 | 0012 | $0.427700 | $4,759.68 | ||||||
1360-1-1I |
Epoxy Steel (Drilled Shaft Standees) # 25850 | LB |
916.00 | 0012 | $0.517280 | $450.13 | ||||||
1360-1-0I |
Epoxy Steel (Smooth Dowel) # 25850 | LB |
345.00 | 0012 | $0.517280 | $169.52 | ||||||
1520-2-0I |
Styrofoam for Decking (25846) | LS |
1.00 | 0012 | $1791.400000 | $1,701.83 | ||||||
1540-1-2I |
STEEL REINF- EPOXY COATED (Bridge 25846) | LB |
62,967.00 | 0012 | $0.517280 | $30,942.99 | ||||||
1560-1-0I |
Resteel (Rail Sys Ty. 3, NO.25846) | LB |
8,592.00 | 0012 | $0.517280 | $4,222.25 | ||||||
1670-1-0I |
SIP Metal Decking (25848) | SQFT |
10,429.00 | 0012 | $2.977940 | $0.00 | ||||||
1700-1-0I |
Precast PC I Beam Type 3 (Drawing #25848) | LF |
1,422.70 | 0013 | $136.793000 | $184,884.63 | ||||||
1670-1-1I |
SIP Metal Decking (25848) | SQFT |
10,429.00 | 0014 | $2.977940 | $29,504.09 | ||||||
1350-1-2I |
Resteel (25850) | LB |
41,773.00 | 0015 | $0.427710 | $16,973.39 | ||||||
1350-1-1I |
Resteel Pier # 1&2, (25850) | LB |
24,093.00 | 0015 | $0.427710 | $9,789.58 | ||||||
1780-1-0I |
Steel Reinf. (25852) | LB |
3,087.00 | 0015 | $0.427710 | $1,254.32 | ||||||
1860-1-1I |
Steel Reinf RCBC-25849 | LB |
19,626.00 | 0015 | $0.427710 | $7,974.52 | ||||||
1350-2-0I |
Steel Reinf (Piers 2,3,4,5) | LB |
48,864.00 | 0016 | $0.427710 | $19,853.43 | ||||||
1360-1-2I |
Epoxy Steel (Drw. # 25850) | LB |
24,767.00 | 0017 | $0.517280 | $12,170.90 | ||||||
1690-1-0I |
Epoxy Steel Reif (Drw. No. 25848) | LB |
20,733.00 | 0017 | $0.517280 | $10,188.53 | ||||||
1270-1-0I |
54" Dia. Steel Casing (Drw. 25850) | LF |
195.30 | 0018 | $155.760000 | $28,899.00 | ||||||
1390-1-0I |
Precast PC I Beam Ty. 7 (Drw. 25850) | LF |
3,606.60 | 0018 | $202.248000 | $692,956.26 | ||||||
1670-1-2I |
SIP Metal Decking Accesseries (25848) | LS |
1.00 | 0019 | $9930.080000 | $9,433.57 | ||||||
1690-1-3I |
Epoxy Steel Reif (Drw. No. 25848) | LB |
40,078.00 | 0023 | $0.517270 | $19,694.96 | ||||||
1690-1-2I |
Epoxy Steel Reif (Drw. No. 25848) | LB |
43,153.00 | 0023 | $0.517270 | $21,206.07 | ||||||
1690-1-1I |
Epoxy Steel Reif (Drw. No. 25848) | LB |
40,762.00 | 0023 | $0.519430 | $20,114.43 | ||||||
1340-2-0I |
iNCIDENTAL MATERIALS (25850) | DOLL |
7,420.00 | 0024 | $1.000000 | $7,049.00 | ||||||
1340-1-0I |
SIP Metal Decking (25850) | SQFT |
23,187.00 | 0024 | $3.261960 | $71,853.48 | ||||||
1590-1-0I |
ARMORED EDGE (25848) | LF |
193.90 | 0024 | $26.500000 | $4,881.43 | ||||||
1670-2-0I |
iNCIDENTAL MATERIALS (25848) | DOLL |
5,220.50 | 0024 | $1.000000 | $4,959.48 | ||||||
1360-1-4I |
Epoxy Steel (Drw. # 25850) | LB |
48,848.00 | 0027 | $0.517280 | $24,004.68 | ||||||
1360-1-3I |
Epoxy Steel (Drw. # 25850) | LB |
47,333.00 | 0027 | $0.517280 | $23,260.19 | ||||||
1360-3-1I |
Epoxy Steel (Drw. # 25850) | LB |
48,746.00 | 0028 | $0.517300 | $23,954.56 | ||||||
1360-3-0I |
Epoxy Steel (Drw. # 25850) | LB |
48,814.00 | 0028 | $0.517300 | $23,987.96 | ||||||
1360-2-0I |
Epoxy Steel (Drawing No. 25850) | LB |
47,130.00 | 0028 | $0.517300 | $23,160.44 | ||||||
1260-1-0I |
Armored Edge for Concrete (DRW. No. 25850) | LF |
104.00 | 0030 | $120.310000 | $11,886.63 | ||||||
1340-3-0I |
Styrofoam for Decking (Drw. 25850) | LS |
1.00 | 0030 | $5437.800000 | $5,165.91 | ||||||
1360-3-3I |
Epoxy Steel (Drw. # 25850) | LB |
48,380.00 | 0030 | $0.517300 | $23,774.71 | ||||||
1360-3-2I |
Epoxy Steel (Drw. # 25850) | LB |
48,382.00 | 0030 | $0.517300 | $23,775.70 | ||||||
1370-1-0I |
Structrual Steel & misc. items (DRW. 25850) | LS |
1.00 | 0030 | $11739.500000 | $11,152.53 | ||||||
1530-1-0A |
Steel Reinf Pier #1 Bridge 25846 | LB |
9,234.00 | 0005 | $0.427710 | $-3,752.00 | ||||||
1740-1-0A |
Steel Reinf RCBC-25851 | LB |
8,042.00 | 0005 | $0.427710 | $-3,267.66 | ||||||
1530-1-0A |
Steel Reinf Pier #1 Bridge 25846 | LB |
17,829.00 | 0006 | $0.427710 | $-7,244.36 | ||||||
1740-1-0A |
Steel Reinf RCBC-25851 | LB |
5,688.00 | 0006 | $0.427710 | $-2,311.17 | ||||||
1860-1-0A |
Steel Reinf RCBC-25849 | LB |
9,076.00 | 0006 | $0.427710 | $-3,687.80 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
5,943.00 | 0007 | $1.778380 | $-10,040.50 | ||||||
1740-1-0A |
Steel Reinf RCBC-25851 | LB |
1,900.00 | 0007 | $0.427710 | $-772.02 | ||||||
1480-1-0A |
Test Piles | LF |
48.00 | 0008 | $24.000000 | $-1,094.40 | ||||||
1490-1-0A |
Piles-Steel HP12X53 | LF |
298.42 | 0008 | $24.000000 | $-6,803.98 | ||||||
1500-2-0A |
PILE POINTS | EACH |
16.00 | 0008 | $72.390000 | $-1,100.33 | ||||||
1500-1-0A |
PILE POINTS | EACH |
4.00 | 0008 | $72.390000 | $-275.08 | ||||||
1740-1-0A |
Steel Reinf RCBC-25851 | LB |
1,914.00 | 0008 | $0.427710 | $-777.71 | ||||||
1820-1-0A |
Steel Reinf. RCBC-25847 | LB |
18,699.00 | 0008 | $0.451000 | $-8,011.61 | ||||||
1860-1-0A |
Steel Reinf RCBC-25849 | LB |
2,520.00 | 0008 | $0.427710 | $-1,023.94 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
13,215.00 | 0009 | $1.778380 | $-22,326.29 | ||||||
1100-1-0A |
Steel Reinf. (25848-Med. Barr. Ends Cond. #2) | LB |
72.00 | 0009 | $0.427710 | $-29.26 | ||||||
1820-1-0A |
Steel Reinf. RCBC-25847 | LB |
20,423.00 | 0009 | $0.451000 | $-8,750.26 | ||||||
1860-1-0A |
Steel Reinf RCBC-25849 | LB |
9,277.00 | 0009 | $0.427710 | $-3,769.47 | ||||||
1680-1-0A |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
7,275.00 | 0010 | $0.427710 | $-2,956.01 | ||||||
1820-1-0A |
Steel Reinf. RCBC-25847 | LB |
4,793.00 | 0010 | $0.451000 | $-2,053.57 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
7,173.00 | 0011 | $1.778380 | $-12,118.54 | ||||||
1680-1-1A |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
21,089.00 | 0011 | $0.428490 | $-8,584.61 | ||||||
1680-1-0A |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
6,183.00 | 0011 | $0.427710 | $-2,512.31 | ||||||
1820-1-0A |
Steel Reinf. RCBC-25847 | LB |
4,263.00 | 0011 | $0.451000 | $-1,826.49 | ||||||
1680-1-2A |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
9,163.00 | 0012 | $0.427710 | $-3,723.15 | ||||||
1680-1-1A |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
17,021.00 | 0012 | $0.428490 | $-6,928.66 | ||||||
1820-1-0A |
Steel Reinf. RCBC-25847 | LB |
3,172.00 | 0012 | $0.451000 | $-1,359.05 | ||||||
1100-1-0A |
Steel Reinf. (25848-Med. Barr. Ends Cond. #2) | LB |
235.00 | 0013 | $0.427710 | $-95.49 | ||||||
1680-1-2A |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
884.00 | 0013 | $0.427710 | $-359.19 | ||||||
1700-1-0A |
Precast PC I Beam Type 3 (Drawing #25848) | LF |
640.00 | 0013 | $136.793000 | $-83,170.14 | ||||||
1820-1-0A |
Steel Reinf. RCBC-25847 | LB |
7,029.00 | 0013 | $0.451000 | $-3,011.58 | ||||||
1100-1-0A |
Steel Reinf. (25848-Med. Barr. Ends Cond. #2) | LB |
835.00 | 0014 | $0.427710 | $-339.28 | ||||||
1520-2-0A |
Styrofoam for Decking (25846) | LS |
0.99 | 0014 | $1791.400000 | $-1,697.18 | ||||||
1520-1-0A |
SIP Metal Decking (Drawing No. 25846) | SQFT |
7,203.99 | 0014 | $3.607140 | $-24,686.60 | ||||||
1540-1-2A |
STEEL REINF- EPOXY COATED (Bridge 25846) | LB |
61,797.00 | 0014 | $0.517280 | $-30,368.03 | ||||||
1540-1-1A |
STEEL REINF- EPOXY COATED (Bridge 25846) | LB |
43,462.00 | 0014 | $0.517280 | $-21,357.93 | ||||||
1540-1-0A |
STEEL REINF- EPOXY COATED (Bridge 25846) | LB |
10,467.00 | 0014 | $0.517280 | $-5,143.65 | ||||||
1560-1-0A |
Resteel (Rail Sys Ty. 3, NO.25846) | LB |
3,061.82 | 0014 | $0.517280 | $-1,504.63 | ||||||
1860-1-0A |
Steel Reinf RCBC-25849 | LB |
2,807.00 | 0014 | $0.427710 | $-1,140.55 | ||||||
1560-1-0A |
Resteel (Rail Sys Ty. 3, NO.25846) | LB |
5,530.17 | 0015 | $0.517280 | $-2,717.62 | ||||||
1860-1-1A |
Steel Reinf RCBC-25849 | LB |
5,930.00 | 0015 | $0.427710 | $-2,409.50 | ||||||
1300-1-0A |
Test Piles | LF |
33.00 | 0016 | $24.000000 | $-752.40 | ||||||
1310-1-0A |
Piles-Steel HP12X53 | LF |
357.06 | 0016 | $24.000000 | $-8,140.97 | ||||||
1320-1-0A |
PILE POINTS | EACH |
13.00 | 0016 | $72.390000 | $-894.02 | ||||||
1860-1-1A |
Steel Reinf RCBC-25849 | LB |
2,665.00 | 0016 | $0.427710 | $-1,082.85 | ||||||
1300-1-0A |
Test Piles | LF |
50.33 | 0017 | $24.000000 | $-1,147.52 | ||||||
1310-1-1A |
Piles-Steel HP12X53 | LF |
134.00 | 0017 | $24.000000 | $-3,055.20 | ||||||
1310-1-0A |
Piles-Steel HP12X53 | LF |
348.94 | 0017 | $24.000000 | $-7,955.83 | ||||||
1320-1-0A |
PILE POINTS | EACH |
13.00 | 0017 | $72.390000 | $-894.02 | ||||||
1630-1-0A |
Test Piles | LF |
60.25 | 0017 | $24.000000 | $-1,373.70 | ||||||
1640-1-0A |
Piles-Steel HP12X53 | LF |
767.85 | 0017 | $24.000000 | $-17,506.98 | ||||||
1650-1-0A |
PILE POINTS | EACH |
30.00 | 0017 | $72.390000 | $-2,063.12 | ||||||
1270-1-0A |
54" Dia. Steel Casing (Drw. 25850) | LF |
40.11 | 0018 | $155.760000 | $-5,935.17 | ||||||
1360-1-2A |
Epoxy Steel (Drw. # 25850) | LB |
4,183.00 | 0018 | $0.517280 | $-2,055.59 | ||||||
1360-1-1A |
Epoxy Steel (Drilled Shaft Standees) # 25850 | LB |
916.00 | 0018 | $0.517280 | $-450.13 | ||||||
1360-1-0A |
Epoxy Steel (Smooth Dowel) # 25850 | LB |
345.00 | 0018 | $0.517280 | $-169.52 | ||||||
1690-1-0A |
Epoxy Steel Reif (Drw. No. 25848) | LB |
4,471.00 | 0018 | $0.517280 | $-2,197.12 | ||||||
1270-1-0A |
54" Dia. Steel Casing (Drw. 25850) | LF |
117.65 | 0019 | $155.760000 | $-17,408.95 | ||||||
1350-2-0A |
Steel Reinf (Piers 2,3,4,5) | LB |
4,448.00 | 0019 | $0.427710 | $-1,807.22 | ||||||
1350-1-0A |
Resteel (25850) | LB |
4,448.00 | 0019 | $0.427700 | $-1,807.33 | ||||||
1360-1-2A |
Epoxy Steel (Drw. # 25850) | LB |
8,030.00 | 0019 | $0.517280 | $-3,946.07 | ||||||
1690-1-0A |
Epoxy Steel Reif (Drw. No. 25848) | LB |
4,478.00 | 0019 | $0.517280 | $-2,200.56 | ||||||
1700-1-0A |
Precast PC I Beam Type 3 (Drawing #25848) | LF |
782.70 | 0019 | $136.793000 | $-101,714.49 | ||||||
1300-1-0A |
Test Piles | LF |
0.67 | 0020 | $24.000000 | $-15.28 | ||||||
1350-2-0A |
Steel Reinf (Piers 2,3,4,5) | LB |
14,171.00 | 0020 | $0.427710 | $-5,757.67 | ||||||
1350-1-1A |
Resteel Pier # 1&2, (25850) | LB |
6,905.00 | 0020 | $0.427710 | $-2,805.67 | ||||||
1350-1-0A |
Resteel (25850) | LB |
7,266.00 | 0020 | $0.427700 | $-2,952.35 | ||||||
1630-1-0A |
Test Piles | LF |
1.75 | 0020 | $24.000000 | $-39.90 | ||||||
1860-1-1A |
Steel Reinf RCBC-25849 | LB |
5,191.00 | 0020 | $0.427710 | $-2,109.23 | ||||||
1350-2-0A |
Steel Reinf (Piers 2,3,4,5) | LB |
5,912.00 | 0021 | $0.427710 | $-2,402.04 | ||||||
1350-1-1A |
Resteel Pier # 1&2, (25850) | LB |
5,912.00 | 0021 | $0.427710 | $-2,402.19 | ||||||
1860-1-1A |
Steel Reinf RCBC-25849 | LB |
2,059.00 | 0021 | $0.427710 | $-836.62 | ||||||
1350-2-0A |
Steel Reinf (Piers 2,3,4,5) | LB |
15,436.02 | 0022 | $0.427710 | $-6,271.65 | ||||||
1350-1-2A |
Resteel (25850) | LB |
4,160.02 | 0022 | $0.427710 | $-1,690.32 | ||||||
1350-1-1A |
Resteel Pier # 1&2, (25850) | LB |
11,276.00 | 0022 | $0.427710 | $-4,581.72 | ||||||
1360-1-2A |
Epoxy Steel (Drw. # 25850) | LB |
7,202.00 | 0022 | $0.517280 | $-3,539.18 | ||||||
1780-1-0A |
Steel Reinf. (25852) | LB |
2,465.00 | 0022 | $0.427710 | $-1,001.59 | ||||||
1350-2-0A |
Steel Reinf (Piers 2,3,4,5) | LB |
8,896.97 | 0023 | $0.427710 | $-3,614.84 | ||||||
1350-1-2A |
Resteel (25850) | LB |
27,806.00 | 0023 | $0.427710 | $-11,298.26 | ||||||
1360-1-2A |
Epoxy Steel (Drw. # 25850) | LB |
5,352.00 | 0023 | $0.517280 | $-2,630.06 | ||||||
1780-1-0A |
Steel Reinf. (25852) | LB |
622.00 | 0023 | $0.427710 | $-252.73 | ||||||
1350-1-2A |
Resteel (25850) | LB |
9,806.97 | 0024 | $0.427710 | $-3,984.81 | ||||||
1390-1-0A |
Precast PC I Beam Ty. 7 (Drw. 25850) | LF |
3,075.00 | 0025 | $202.248000 | $-590,816.97 | ||||||
1590-1-0A |
ARMORED EDGE (25848) | LF |
193.90 | 0025 | $26.500000 | $-4,881.43 | ||||||
1390-1-0A |
Precast PC I Beam Ty. 7 (Drw. 25850) | LF |
531.60 | 0026 | $202.248000 | $-102,139.29 | ||||||
1670-2-0A |
iNCIDENTAL MATERIALS (25848) | DOLL |
5,220.50 | 0026 | $1.000000 | $-4,959.48 | ||||||
1670-1-1A |
SIP Metal Decking (25848) | SQFT |
2,166.57 | 0026 | $2.977940 | $-6,129.32 | ||||||
1670-1-0A |
SIP Metal Decking (25848) | SQFT |
10,429.00 | 0026 | $2.977940 | $0.00 | ||||||
1690-1-3A |
Epoxy Steel Reif (Drw. No. 25848) | LB |
29,656.00 | 0026 | $0.517270 | $-14,573.43 | ||||||
1690-1-2A |
Epoxy Steel Reif (Drw. No. 25848) | LB |
43,153.00 | 0026 | $0.517270 | $-21,206.07 | ||||||
1690-1-1A |
Epoxy Steel Reif (Drw. No. 25848) | LB |
40,762.00 | 0026 | $0.519430 | $-20,114.43 | ||||||
1690-1-0A |
Epoxy Steel Reif (Drw. No. 25848) | LB |
11,784.00 | 0026 | $0.517280 | $-5,790.85 | ||||||
1340-2-0A |
iNCIDENTAL MATERIALS (25850) | DOLL |
187.55 | 0027 | $1.000000 | $-178.18 | ||||||
1340-1-0A |
SIP Metal Decking (25850) | SQFT |
586.10 | 0027 | $3.261960 | $-1,816.26 | ||||||
1360-1-3A |
Epoxy Steel (Drw. # 25850) | LB |
8,905.00 | 0027 | $0.517280 | $-4,376.06 | ||||||
1340-1-0A |
SIP Metal Decking (25850) | SQFT |
586.10 | 0028 | $3.261960 | $-1,816.26 | ||||||
1340-2-0A |
iNCIDENTAL MATERIALS (25850) | DOLL |
187.55 | 0028 | $1.000000 | $-178.18 | ||||||
1360-3-0A |
Epoxy Steel (Drw. # 25850) | LB |
8,438.00 | 0028 | $0.517300 | $-4,146.56 | ||||||
1360-2-0A |
Epoxy Steel (Drawing No. 25850) | LB |
8,438.00 | 0028 | $0.517300 | $-4,146.57 | ||||||
1360-1-3A |
Epoxy Steel (Drw. # 25850) | LB |
8,438.00 | 0028 | $0.517280 | $-4,146.57 | ||||||
1260-1-0A |
Armored Edge for Concrete (DRW. No. 25850) | LF |
52.00 | 0032 | $120.310000 | $-5,943.32 | ||||||
1340-3-0A |
Styrofoam for Decking (Drw. 25850) | LS |
0.89 | 0032 | $5437.800000 | $-4,614.66 | ||||||
1340-2-0A |
iNCIDENTAL MATERIALS (25850) | DOLL |
6,664.15 | 0032 | $1.000000 | $-6,330.95 | ||||||
1340-1-0A |
SIP Metal Decking (25850) | SQFT |
20,825.10 | 0032 | $3.261960 | $-64,534.28 | ||||||
1360-3-3A |
Epoxy Steel (Drw. # 25850) | LB |
48,380.00 | 0032 | $0.517300 | $-23,774.71 | ||||||
1360-3-2A |
Epoxy Steel (Drw. # 25850) | LB |
48,382.00 | 0032 | $0.517300 | $-23,775.70 | ||||||
1360-3-1A |
Epoxy Steel (Drw. # 25850) | LB |
48,746.00 | 0032 | $0.517300 | $-23,954.56 | ||||||
1360-3-0A |
Epoxy Steel (Drw. # 25850) | LB |
40,376.00 | 0032 | $0.517300 | $-19,841.40 | ||||||
1360-2-0A |
Epoxy Steel (Drawing No. 25850) | LB |
38,692.00 | 0032 | $0.517300 | $-19,013.87 | ||||||
1360-1-4A |
Epoxy Steel (Drw. # 25850) | LB |
48,848.00 | 0032 | $0.517280 | $-24,004.68 | ||||||
1360-1-3A |
Epoxy Steel (Drw. # 25850) | LB |
29,990.00 | 0032 | $0.517280 | $-14,737.56 | ||||||
1370-1-0A |
Structrual Steel & misc. items (DRW. 25850) | LS |
1.00 | 0033 | $11739.500000 | $-11,152.53 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
8,084.70 | 0035 | $1.778380 | $-13,658.83 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
7,970.00 | 0036 | $1.778380 | $-13,465.04 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
3,712.00 | 0037 | $1.778380 | $-6,271.30 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
4,020.00 | 0038 | $1.778380 | $-6,791.65 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
4,830.00 | 0039 | $1.778380 | $-8,160.12 | ||||||
0560-1-0A |
Fence-Woven Wire Type 1 | LF |
-270.70 | 0042 | $1.778380 | $457.34 | ||||||
1270-10C |
54" Dia. Steel Casing (Drw. 25850) | LF |
0.00 | 0024 | $147.972350 | $-5,554.88 | ||||||
1340-10C |
SIP Metal Decking (25850) | SQFT |
0.00 | 0033 | $3.098869 | $-3,686.68 | ||||||
1340-20C |
iNCIDENTAL MATERIALS (25850) | DOLL |
0.00 | 0033 | $0.950000 | $-361.69 | ||||||
1340-30C |
Styrofoam for Decking (Drw. 25850) | LS |
0.00 | 0033 | $5165.910000 | $-551.25 | ||||||
1490-10C |
Piles-Steel HP12X53 | LF |
0.00 | 0033 | $22.800000 | $-1,632.02 | ||||||
1540-12C |
STEEL REINF- EPOXY COATED (Bridge 25846) | LB |
0.00 | 0033 | $0.491416 | $-574.96 | ||||||
1640-10C |
Piles-Steel HP12X53 | LF |
0.00 | 0033 | $22.800000 | $-185.82 | ||||||
1670-11C |
SIP Metal Decking (25848) | SQFT |
0.00 | 0033 | $2.829043 | $-23,374.77 | ||||||
1670-12C |
SIP Metal Decking Accesseries (25848) | LS |
0.00 | 0033 | $9433.570000 | $-9,433.57 | ||||||
1680-12C |
Steel Reinf. Pier #1&2 (Bridge 25848) | LB |
0.00 | 0033 | $0.406325 | $-62.17 | ||||||
1690-13C |
Epoxy Steel Reif (Drw. No. 25848) | LB |
0.00 | 0033 | $0.491416 | $-5,121.53 | ||||||
1740-10C |
Steel Reinf RCBC-25851 | LB |
0.00 | 0033 | $0.406324 | $-19.50 | ||||||
1740-11C |
Steel Reinf RCBC-25851 | LB |
0.00 | 0033 | $0.406325 | $-5,211.52 | ||||||
1820-10C |
Steel Reinf. RCBC-25847 | LB |
0.00 | 0033 | $0.428451 | $-4,421.18 | ||||||
1860-11C |
Steel Reinf RCBC-25849 | LB |
0.00 | 0033 | $0.406324 | $-1,536.32 | ||||||
1260-10C |
Armored Edge for Concrete (DRW. No. 25850) | LF |
0.00 | 0035 | $114.294519 | $-5,943.31 | ||||||
0560-10C |
Fence-Woven Wire Type 1 | LF |
0.00 | 0043 | $1.689466 | $-1,908.59 | ||||||
1820-00C |
STEEL REINFORCEMENT |
|
-4.65 | 0047 | $0.000000 | $-4.65 | ||||||
| SUBTOT | $0.00 |
|||||||||||