|
Report_Id: 139003 Est NO 0070 |
Date:10/16/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 139003 | Estimate Number | 0070 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01360) Oliver, Michael R. P.E | ||||||
| Contractor | ROGERS GROUP INC | ADDR SN 1 VC Code KY0029875 | |||||
| PO BOX 1045 | |||||||
| HOPKINSVILLE , KY , 42241 | |||||||
| Pay Period | 09/07/2018 TO 09/20/2018 | ||||||
| Date Approved | 10/02/2018 | ||||||
| Primary Proj Number | TRIGG DB NEW | ||||||
| Project No. | FD04 111 0068 016-021 | ||||||
| Primary County | TRIGG | ||||||
| Name of Road | CADIZ BYPASS (US 68) DESIGN BUILD | ||||||
| Description | CADIZ BYPASS (US 68) DESIGN BUILD | ||||||
| Date Let | 12/19/2013 | Formal Acceptance | |||||
| Date Awarded | 03/20/2014 | Date Work Began | 05/14/2014 | ||||
| Date Contract Executed | 03/28/2014 | Open To Traffic | |||||
| Date NTP Issued | 03/28/2014 | Actual Completion Date | |||||
| Current Contract Amount | $26,724,440.46 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $25,543,388.32 |
Total Earnings | $20,770,289.10 |
$19,873,758.57 |
$896,530.53 |
|
| Percent Complete | 77.72 |
Stockpiled Materials | $235.51 |
$235.51 |
$0.00 |
|
| Funds Available | $5,953,915.85 |
Gross Earnings | $20,770,524.61 |
$19,873,994.08 |
$896,530.53 |
|
| Total Change Orders | $1,181,052.14 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,770,524.61 |
$19,873,994.08 |
$896,530.53 |
|||
| Contract Id | 139003 | Change Order Summary |
County | TRIGG | ||||||
| Estimate Nbr | 0070 | Project Number | FD04 111 0068 016-021 | |||||||
| Contractor | ROGERS GROUP INC | Period | 09/07/2018 TO 09/20/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Indiana Bat Habitat Mitigation Fees | Approved | 01/20/2015 | $-15,907.50 | 0.0 | |||||
| 002 | Archaeoligical Permitting and Pipe Lining | Approved | 12/22/2015 | $1,196,959.64 | 609.0 | |||||
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 | 139003 | COMMONWEALTH OF KENTUCKY |
County | TRIGG | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | TRIGG DB NEW | ||||||
| Estimate Nbr | 0070 | Period | 09/07/2018 TO 09/20/2018 | |||||||
| Contractor | ROGERS GROUP INC | |||||||||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | ||||||||
| 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 | |
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0001 DESIGN | |||||||
| 0010 | STIPEND DESIGN BUILD (INITIAL SUBMITTAL - 12-19-2013) | STIPEND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,680,654.43 | 2,680,654.43 | |||
| 0020 | STIPEND DESIGN BUILD (ALTERNATIVE TECHNICAL CONCEPT) | STIPEND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 62,924.86 | 62,924.86 | |||
| 8000 | D/B FEE & PERMIT ASSC W/ENDGR SPECIES Reimbursement to KYTC | 24678EN | LS | 0.00 | 1.000 | 1.000 | 1.000 | -15,907.50 | -15,907.50 | |||
| 8001 | EW~ Archaeological Permitting | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 258,484.00 | 258,484.00 | |||
| 8012 | DESIGN REDESIGN OF ARROWHEAD BRIDGE | 21512NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0002 RIGHT OF WAY | |||||||
| 0030 | R/W ACQUISITION SERVICES (LOCHNER) | 24656EN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,262.62 | 40,262.62 | |||
| 0040 | D/B R/W ACQUISITION COST | 24676EN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 44,276.69 | 44,276.69 | |||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0003 UTILITY RELOCATION SERVICES | |||||||
| 0050 | GAS MAIN PL-4 IN (RELOCATE - ATMOS ENGERGY) | 22803EN | LF | 151.00 | 151.000 | 0.000 | 0.000 | 206.58 | 0.00 | |||
| 0060 | PVC FORCE MAIN-4 IN (RELOCATE - CITY OF CADIZ) | 23599EC | LF | 143.00 | 143.000 | 0.000 | 0.000 | 209.95 | 0.00 | |||
| 0070 | RELOCATE UNDERGROUND ELECTRIC (TELEPHONE AT & T) | 23837EC | LF | 277.00 | 277.000 | 0.000 | 0.000 | 143.99 | 0.00 | |||
| 0080 | RELOCATE UNDERGROUND ELECTRIC (FIBER OPTIC - AT & T) | 23837EC | LF | 149.00 | 149.000 | 0.000 | 0.000 | 143.99 | 0.00 | |||
| 0090 | WATER MAIN (RELOCATE 6" - BARKLEY LAKE REGIONAL W | 24632EC | LF | 151.00 | 151.000 | 0.000 | 0.000 | 308.74 | 0.00 | |||
| 0100 | WATER MAIN (RELOCATE 6" - CITY OF CADIZ) | 24632EC | LF | 144.00 | 144.000 | 0.000 | 0.000 | 248.13 | 0.00 | |||
| 0110 | WATER MAIN (RELOCATE 4" - BARKLEY LAKE REGION WAT | 24632EC | LF | 515.00 | 515.000 | 515.000 | 515.000 | 209.95 | 108,124.25 | |||
| 0120 | D/B RELOCATE 6IN WATER/ELEC LINE PRIVATE (GOLF COURSE) | 24677EN | LF | 275.00 | 275.000 | 275.000 | 275.000 | 262.12 | 72,083.00 | |||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0004 GRADE AND DRAIN | |||||||
| 0130 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 110.76 | 0.00 | |||
| 0140 | ENTRANCE PIPE-24 IN | 00443 | LF | 256.00 | 256.000 | 256.000 | 256.000 | 38.68 | 9,902.08 | |||
| 0150 | ENTRANCE PIPE-30 IN | 00445 | LF | 65.00 | 65.000 | 65.000 | 65.000 | 47.80 | 3,107.00 | |||
| 0160 | CULVERT PIPE-15 IN | 00461 | LF | 80.00 | 0.000 | 0.000 | 0.000 | 36.20 | 0.00 | |||
| 0170 | CULVERT PIPE-18 IN | 00462 | LF | 1,325.00 | 0.000 | 0.000 | 0.000 | 41.67 | 0.00 | |||
| 0180 | CULVERT PIPE-24 IN | 00464 | LF | 505.00 | 0.000 | 0.000 | 0.000 | 55.60 | 0.00 | |||
| 0190 | CULVERT PIPE-30 IN | 00466 | LF | 204.00 | 0.000 | 0.000 | 0.000 | 69.03 | 0.00 | |||
| 0200 | CULVERT PIPE-36 IN | 00468 | LF | 211.00 | 0.000 | 0.000 | 0.000 | 95.12 | 0.00 | |||
| 0210 | STORM SEWER PIPE-15 IN | 00521 | LF | 397.00 | 477.000 | 477.000 | 477.000 | 35.71 | 17,033.67 | |||
| 0220 | STORM SEWER PIPE-18 IN | 00522 | LF | 312.00 | 1,637.000 | 1,637.000 | 1,637.000 | 41.67 | 68,213.79 | |||
| 0230 | STORM SEWER PIPE-24 IN | 00524 | LF | 725.00 | 1,230.000 | 1,230.000 | 1,230.000 | 55.62 | 68,412.60 | |||
| 0240 | PERFORATED PIPE-4 IN | 01000 | LF | 939.00 | 939.000 | 939.000 | 939.000 | 14.95 | 14,038.05 | |||
| 0250 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 335.00 | 335.000 | 335.000 | 335.000 | 26.77 | 8,967.95 | |||
| 0260 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,104.50 | 3,313.50 | |||
| 0270 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,104.50 | 3,313.50 | |||
| 0280 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,104.50 | 3,313.50 | |||
| 0290 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,104.56 | 7,731.92 | |||
| 0300 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,442.50 | 2,885.00 | |||
| 0310 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,730.60 | 10,383.60 | |||
| 0320 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,802.61 | 5,407.83 | |||
| 0330 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,380.69 | 4,761.38 | |||
| 0340 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,811.23 | 2,811.23 | |||
| 0350 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,485.01 | 29,820.12 | |||
| 0360 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 3,657.98 | 65,843.64 | |||
| 0370 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,092.80 | 15,278.40 | |||
| 0380 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,148.76 | 16,297.52 | |||
| 0390 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,055.91 | 14,111.82 | |||
| 0400 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,373.40 | 16,120.20 | |||
| 0410 | DROP BOX INLET TYPE 5B | 01505 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 5,315.30 | 74,414.20 | |||
| 0420 | DROP BOX INLET TYPE 5D | 01511 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 5,586.65 | 55,866.50 | |||
| 0430 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,922.73 | 13,845.46 | |||
| 0440 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 0.000 | 2.000 | 2.000 | 1,623.42 | 3,246.84 | |||
| 0450 | JUNCTION BOX-24 IN | 01643 | EACH | 6.00 | 0.000 | 11.000 | 11.000 | 2,057.41 | 22,631.51 | |||
| 0460 | JUNCTION BOX-30 IN | 01644 | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 2,615.73 | 0.00 | |||
| 0470 | JUNCTION BOX-36 IN | 01645 | EACH | 3.00 | 0.000 | 3.000 | 3.000 | 2,615.75 | 7,847.25 | |||
| 0480 | JUNCTION BOX-42 IN | 01646 | EACH | 1.00 | 0.000 | 1.000 | 1.000 | 4,632.50 | 4,632.50 | |||
| 0490 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,538.19 | 11,076.38 | |||
| 0500 | ADJUST CATCH BASIN | 01709 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,469.54 | 26,817.24 | |||
| 0510 | FILL AND CAP CATCH BASIN | 01710 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,101.43 | 5,507.15 | |||
| 0520 | ASPHALT WEDGE CURB | 01897 | LF | 1,047.00 | 1,047.000 | 0.000 | 0.000 | 15.17 | 0.00 | |||
| 0530 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 142.00 | 142.000 | 0.000 | 0.000 | 97.44 | 0.00 | |||
| 0540 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 40.00 | 40.000 | 55.000 | 55.000 | 7.31 | 402.05 | |||
| 0550 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 22.00 | 22.000 | 8.000 | 0.000 | 8.000 | 7.31 | 58.48 | 58.48 | |
| 0560 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 11.08 | 0.00 | |||
| 0570 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 11.08 | 0.00 | |||
| 0580 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 170.86 | 2,050.32 | |||
| 0590 | REMOVE PAVEMENT | 02091 | SQYD | 14,732.00 | 14,732.000 | 14,732.000 | 14,732.000 | 2.79 | 41,102.28 | |||
| 0600 | TEMP DITCH | 02159 | LF | 23,193.00 | 23,193.000 | 0.000 | 0.000 | 0.51 | 0.00 | |||
| 0610 | CLEAN TEMP DITCH | 02160 | LF | 23,193.00 | 23,193.000 | 23,193.000 | 23,193.000 | 0.51 | 11,828.43 | |||
| 0620 | ROADWAY EXCAVATION | 02200 | CUYD | 372,302.00 | 372,302.000 | 372,302.000 | 372,302.000 | 5.39 | 2,006,707.78 | |||
| 0630 | FLOWABLE FILL | 02220 | CUYD | 16.00 | 16.000 | 16.000 | 16.000 | 149.34 | 2,389.44 | |||
| 0640 | GRANULAR EMBANKMENT | 02223 | CUYD | 17,274.00 | 17,274.000 | 4,500.000 | 4,500.000 | 33.96 | 152,820.00 | |||
| 0650 | WATER | 02242 | MGAL | 10.00 | 10.000 | 10.000 | 10.000 | 2,898.33 | 28,983.30 | |||
| 0660 | FENCE-WOVEN WIRE | 02261 | LF | 4,400.00 | 4,400.000 | 0.000 | 0.000 | 6.09 | 0.00 | |||
| 0670 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,529.00 | 6,529.000 | 200.000 | 3,332.500 | 3,532.500 | 17.72 | 3,544.00 | 62,595.90 | |
| 0680 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 605.00 | 605.000 | 275.000 | 275.000 | 550.000 | 31.92 | 8,778.00 | 17,556.00 | |
| 0690 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 2.000 | 4.000 | 6.000 | 46.52 | 93.04 | 279.12 | |
| 0700 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 7.00 | 7.000 | 2.000 | 4.000 | 6.000 | 2,791.24 | 5,582.48 | 16,747.44 | |
| 0710 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 4.000 | 5,410.80 | 10,821.60 | 21,643.20 | |
| 0720 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 719.96 | 2,159.88 | |||
| 0730 | REMOVE GUARDRAIL CON TO BR END | 02372 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 121.84 | 0.00 | |||
| 0740 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 935.95 | 935.95 | |||
| 0750 | REMOVE GUARDRAIL | 02381 | LF | 3,113.00 | 3,113.000 | 3,067.500 | 3,067.500 | 1.50 | 4,601.25 | |||
| 0760 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 387.66 | 775.32 | |||
| 0770 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,238.54 | 0.00 | |||
| 0780 | REMOVE GUARDRAIL TERMINAL SECT | 02395 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11.08 | 0.00 | |||
| 0790 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 99.69 | 0.00 | |||
| 0800 | TEMP GUARDRAIL | 02397 | LF | 1,760.00 | 1,760.000 | 0.000 | 0.000 | 9.97 | 0.00 | |||
| 0810 | CHANNEL LINING CLASS II | 02483 | TON | 5,475.00 | 5,475.000 | 1,581.350 | 1,581.350 | 29.12 | 46,048.91 | |||
| 0820 | CHANNEL LINING CLASS III | 02484 | TON | 4,241.00 | 4,241.000 | 177.240 | 177.240 | 28.32 | 5,019.43 | |||
| 0830 | CLEARING AND GRUBBING (UNKNOWN ACREAGE) | 02545 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 83,687.42 | 66,949.93 | |||
| 0840 | TEMPORARY SIGNS | 02562 | SQFT | 1,310.00 | 1,310.000 | 800.000 | 800.000 | 9.42 | 7,536.00 | |||
| 0850 | PROJECT CPM SCHEDULE SEE DESIGN FOR SPECIAL NOTE | 02570 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,414.92 | 0.00 | |||
| 0860 | DITCHING AND SHOULDERING | 02575 | LF | 3,132.00 | 3,132.000 | 3,132.000 | 3,132.000 | 6.07 | 19,011.24 | |||
| 0870 | EDGE KEY | 02585 | LF | 447.00 | 447.000 | 0.000 | 0.000 | 34.57 | 0.00 | |||
| 0880 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 16,336.00 | 16,336.000 | 16,336.000 | 16,336.000 | 1.79 | 29,241.44 | |||
| 0890 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 14,279.00 | 14,279.000 | 14,279.000 | 14,279.000 | 2.00 | 28,558.00 | |||
| 0900 | REMOVE HEADWALL | 02625 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 381.27 | 6,100.32 | |||
| 0910 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 352,153.73 | 246,507.61 | |||
| 0920 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,366.97 | 0.00 | |||
| 0930 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 18,646.30 | 55,938.90 | |||
| 0940 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,769.09 | 0.00 | |||
| 0950 | SAFELOADING | 02690 | CUYD | 20.00 | 20.000 | 20.000 | 20.000 | 175.74 | 3,514.80 | |||
| 0960 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 93,951.00 | 93,951.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0970 | TEMP SILT FENCE | 02701 | LF | 23,190.00 | 23,190.000 | 10,562.000 | 10,562.000 | 1.87 | 19,750.94 | |||
| 0980 | SILT TRAP TYPE A | 02703 | EACH | 92.00 | 92.000 | 92.000 | 92.000 | 583.50 | 53,682.00 | |||
| 0990 | SILT TRAP TYPE B | 02704 | EACH | 92.00 | 92.000 | 92.000 | 92.000 | 583.50 | 53,682.00 | |||
| 1000 | SILT TRAP TYPE C | 02705 | EACH | 92.00 | 92.000 | 30.000 | 30.000 | 539.46 | 16,183.80 | |||
| 1010 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 276.00 | 276.000 | 276.000 | 276.000 | 176.10 | 48,603.60 | |||
| 1020 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 276.00 | 276.000 | 276.000 | 276.000 | 158.49 | 43,743.24 | |||
| 1030 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 276.00 | 276.000 | 276.000 | 276.000 | 176.10 | 48,603.60 | |||
| 1040 | CLEAN TEMP SILT FENCE | 02709 | LF | 69,579.00 | 69,579.000 | 30,000.000 | 30,000.000 | 0.80 | 24,000.00 | |||
| 1050 | SIDEWALK-6 IN CONCRETE | 02723 | SQYD | 238.00 | 238.000 | 238.000 | 238.000 | 79.06 | 18,816.28 | |||
| 1060 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 188,298.29 | 188,298.29 | |||
| 1070 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,849.50 | 11,699.00 | |||
| 1080 | CLEAN PIPE STRUCTURE | 03262 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 3,392.98 | 50,894.70 | |||
| 1090 | EROSION CONTROL BLANKET | 05950 | SQYD | 33,366.00 | 33,366.000 | 26,041.670 | 26,041.670 | 1.27 | 33,072.92 | |||
| 1100 | TEMP MULCH | 05952 | SQYD | 490,073.00 | 490,073.000 | 99,701.000 | 99,701.000 | 0.19 | 18,943.19 | |||
| 1110 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 49,007.00 | 49,007.000 | 4,840.000 | 4,840.000 | 0.22 | 1,064.80 | |||
| 1120 | TOPDRESSING FERTILIZER | 05966 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 996.88 | 0.00 | |||
| 1130 | SEEDING AND PROTECTION | 05985 | SQYD | 490,073.00 | 490,073.000 | 231,068.110 | 231,068.110 | 0.40 | 92,427.24 | |||
| 1140 | SODDING | 05990 | SQYD | 528.00 | 528.000 | 0.000 | 0.000 | 7.20 | 0.00 | |||
| 1150 | FUEL ADJUSTMENT | 10020NS | DOLL | 156,175.00 | 156,175.000 | -296,439.950 | -296,439.950 | 1.00 | -296,439.95 | |||
| 1160 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 161,332.00 | 161,332.000 | -281,886.290 | -281,886.290 | 1.00 | -281,886.29 | |||
| 1170 | REM ASPHALT WEDGE CURB | 20192ED | LF | 3,287.00 | 3,287.000 | 0.000 | 0.000 | 9.25 | 0.00 | |||
| 1180 | GRANULAR PILE CORE | 20209EP69 | CUYD | 1,830.00 | 1,830.000 | 1,830.000 | 1,830.000 | 43.10 | 78,873.00 | |||
| 1190 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 221.53 | 0.00 | |||
| 1200 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 79,246.35 | 0.00 | |||
| 1210 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 381.28 | 1,525.12 | |||
| 1220 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,599.00 | 3,599.000 | 0.000 | 0.000 | 6.65 | 0.00 | |||
| 1230 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,538.19 | 0.00 | |||
| 1240 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 31,093.00 | 31,093.000 | 1,800.000 | 1,800.000 | 5.26 | 9,468.00 | |||
| 1250 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 553.82 | 1,661.46 | |||
| 8002 | STORM SEWER PIPE-30 IN | 00526 | LF | 0.00 | 204.000 | 204.000 | 204.000 | 66.00 | 13,464.00 | |||
| 8003 | STORM SEWER PIPE-36 IN | 00528 | LF | 0.00 | 211.000 | 211.000 | 211.000 | 90.20 | 19,032.20 | |||
| 8004 | CURE IN PLACE PIPE LINER-15 IN | 23479EC | LF | 0.00 | 168.000 | 0.000 | 0.000 | 98.17 | 0.00 | |||
| 8005 | CURE IN PLACE PIPE LINER 15 in x 18 in | 24599EC | LF | 0.00 | 140.000 | 0.000 | 0.000 | 122.43 | 0.00 | |||
| 8006 | CURE IN PLACE PIPE LINER-18 IN | 23480EC | LF | 0.00 | 1,184.000 | 0.000 | 0.000 | 122.43 | 0.00 | |||
| 8007 | CURE IN PLACE PIPE LINER - 24 IN | 24599EC | LF | 0.00 | 1,424.000 | 0.000 | 0.000 | 144.37 | 0.00 | |||
| 8008 | CURE IN PLACE PIPE LINER - 30 IN | 24599EC | LF | 0.00 | 889.000 | 0.000 | 0.000 | 196.35 | 0.00 | |||
| 8009 | CURE IN PLACE PIPE LINER - 36 IN | 24599EC | LF | 0.00 | 931.000 | 0.000 | 0.000 | 219.45 | 0.00 | |||
| 8010 | CURE IN PLACE PIPE LINER - 42 IN | 24599EC | LF | 0.00 | 423.000 | 0.000 | 0.000 | 329.18 | 0.00 | |||
| 8011 | CURE IN PLACE PIPE LINER - 60 IN | 24599EC | LF | 0.00 | 161.000 | 0.000 | 0.000 | 490.88 | 0.00 | |||
| 8013 | EW~ SIGHT DISTANCE WORK - ARROWHEAD DRIVE | 10098NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0005 ASPHALT PAVING | |||||||
| 1260 | DGA BASE | 00001 | TON | 93,988.00 | 93,988.000 | 2,328.290 | 61,472.730 | 63,801.020 | 16.59 | 38,626.33 | 1,058,458.92 | |
| 1270 | ASPHALT SEAL AGGREGATE | 00100 | TON | 724.00 | 724.000 | 70.600 | 37.590 | 108.190 | 68.12 | 4,809.27 | 7,369.90 | |
| 1280 | ASPHALT SEAL COAT | 00103 | TON | 84.00 | 84.000 | 8.190 | 0.000 | 8.190 | 814.98 | 6,674.68 | 6,674.68 | |
| 1290 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,120.00 | 8,120.000 | 4,164.170 | 4,164.170 | 56.26 | 234,276.20 | |||
| 1300 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 46,895.00 | 46,895.000 | 207.180 | 43,154.310 | 43,361.490 | 56.37 | 11,678.73 | 2,444,287.19 | |
| 1310 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 3,632.00 | 3,632.000 | 2,651.560 | 52.830 | 2,704.390 | 67.51 | 179,006.81 | 182,573.36 | |
| 1320 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 13,706.00 | 13,706.000 | 6,806.450 | 6,757.420 | 13,563.870 | 76.71 | 522,122.77 | 1,040,484.46 | |
| 1330 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,134.62 | 0.00 | |||
| 1340 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 76,538.00 | 76,538.000 | 20,299.000 | 20,299.000 | 0.20 | 4,059.80 | |||
| 1350 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 106,449.00 | 106,449.000 | 55,652.000 | 35,699.000 | 91,351.000 | 0.22 | 12,243.44 | 20,097.22 | |
| 1360 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 139.00 | 139.000 | 0.000 | 0.000 | 6.59 | 0.00 | |||
| 1370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 12.13 | 0.00 | |||
| 1380 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,096.00 | 1,096.000 | 0.000 | 0.000 | 0.89 | 0.00 | |||
| 1390 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 116.30 | 0.00 | |||
| 1400 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 1410 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 627.00 | 627.000 | 0.000 | 0.000 | 21.60 | 0.00 | |||
| 1420 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 318.00 | 318.000 | 0.000 | 0.000 | 8.52 | 0.00 | |||
| 1430 | ASPHALT MILLING AND TEXTURING | 23019EN | SQYD | 69,542.00 | 69,542.000 | 69,542.000 | 0.000 | 69,542.000 | 1.33 | 92,490.86 | 92,490.86 | |
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0006 STRUCTURE CONSTRUCTION | |||||||
| 1440 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 590.00 | 590.000 | 590.000 | 590.000 | 60.55 | 35,724.50 | |||
| 1450 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,757.00 | 1,757.000 | 230.000 | 230.000 | 2.06 | 473.80 | |||
| 1460 | MASONRY COATING | 02998 | SQYD | 5,047.00 | 5,047.000 | 5,047.000 | 5,047.000 | 9.75 | 49,208.25 | |||
| 1470 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 194.00 | 194.000 | 194.000 | 194.000 | 74.56 | 14,464.64 | |||
| 1480 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 2,596.00 | 2,596.000 | 2,596.000 | 2,596.000 | 39.88 | 103,528.48 | |||
| 1490 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 750.00 | 750.000 | 750.000 | 750.000 | 68.04 | 51,030.00 | |||
| 1500 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,440.00 | 1,440.000 | 1,001.990 | 1,001.990 | 34.27 | 34,338.19 | |||
| 1510 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 608.00 | 608.000 | 608.000 | 608.000 | 35.95 | 21,857.60 | |||
| 1520 | TEST PILES | 08033 | LF | 447.00 | 447.000 | 447.000 | 447.000 | 127.10 | 56,813.70 | |||
| 1530 | COFFERDAM | 08037 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 581,536.52 | 581,536.52 | |||
| 1540 | PILES-STEEL HP12X53 | 08046 | LF | 712.00 | 712.000 | 1,121.428 | 1,121.428 | 58.90 | 66,052.10 | |||
| 1550 | PILES-STEEL HP14X89 | 08051 | LF | 2,399.00 | 2,399.000 | 2,399.000 | 2,399.000 | 88.42 | 212,119.58 | |||
| 1560 | PILE POINTS-12 IN | 08094 | EACH | 24.00 | 24.000 | 45.000 | 45.000 | 133.24 | 5,995.80 | |||
| 1570 | PILE POINTS-14 IN | 08095 | EACH | 108.00 | 108.000 | 108.000 | 108.000 | 140.45 | 15,168.60 | |||
| 1580 | CONCRETE-CLASS A | 08100 | CUYD | 2,055.00 | 2,055.000 | 2,055.000 | 2,055.000 | 808.56 | 1,661,590.80 | |||
| 1590 | CONCRETE-CLASS AA | 08104 | CUYD | 1,665.00 | 1,665.000 | 1,628.100 | 1,628.100 | 974.71 | 1,586,925.35 | |||
| 1600 | STEEL REINFORCEMENT | 08150 | LB | 454,609.00 | 454,609.000 | 454,609.000 | 454,609.000 | 1.20 | 545,530.80 | |||
| 1610 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 517,354.00 | 517,354.000 | 517,354.000 | 517,354.000 | 1.24 | 641,518.96 | |||
| 1620 | STRUCTURAL STEEL (DECK DRAINS ONLY = 1200 LBS) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,528.28 | 15,528.28 | |||
| 1630 | EXPANSION DAM-NEOPRENE (5 - INCH) | 08473 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 344.68 | 15,855.28 | |||
| 1640 | APPROACH SLAB | 08500 | SQYD | 468.00 | 468.000 | 212.000 | 212.000 | 258.38 | 54,776.56 | |||
| 1650 | RAIL SYSTEM TYPE III | 21532ED | LF | 2,056.00 | 2,056.000 | 2,056.000 | 2,056.000 | 96.56 | 198,527.36 | |||
| 1660 | PRECAST PC I BEAM-HN 6061 | 23847EC | LF | 2,550.00 | 2,550.000 | 2,550.000 | 2,550.000 | 424.77 | 1,083,163.50 | |||
| 1670 | FIBERGLASS PIPE-6 IN | 24003EC | LF | 35.00 | 35.000 | 35.000 | 35.000 | 83.07 | 2,907.45 | |||
| 1680 | PRECAST PCI-BEAM TY HN 54-61HYBRID | 24383EE | LF | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 424.77 | 594,678.00 | |||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0007 SIGNALIZATION | |||||||
| 1690 | CONDUIT-1 1/4 IN | 04793 | LF | 429.00 | 429.000 | 0.000 | 0.000 | 7.89 | 0.00 | |||
| 1700 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 733.64 | 0.00 | |||
| 1710 | TRENCHING AND BACKFILLING | 04820 | LF | 464.00 | 464.000 | 0.000 | 0.000 | 5.07 | 0.00 | |||
| 1720 | LOOP WIRE | 04830 | LF | 854.00 | 854.000 | 0.000 | 0.000 | 1.13 | 0.00 | |||
| 1730 | CABLE-NO. 14/5C | 04844 | LF | 616.00 | 616.000 | 0.000 | 0.000 | 1.69 | 0.00 | |||
| 1740 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,798.00 | 2,798.000 | 0.000 | 0.000 | 1.52 | 0.00 | |||
| 1750 | MESSENGER-10800 LB | 04885 | LF | 190.00 | 190.000 | 0.000 | 0.000 | 5.07 | 0.00 | |||
| 1760 | LOOP SAW SLOT AND FILL | 04895 | LF | 295.00 | 295.000 | 0.000 | 0.000 | 12.40 | 0.00 | |||
| 1770 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,354.42 | 0.00 | |||
| 1780 | INSTALL MASTER CONTROLLER | 20389ES835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,386.04 | 0.00 | |||
| 1790 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 282.16 | 0.00 | |||
| 1800 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 11.00 | 11.000 | 0.000 | 0.000 | 1,351.21 | 0.00 | |||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0008 LIGHTING | |||||||
| 1810 | POLE 40 FT MTG HT | 04701 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,354.42 | 0.00 | |||
| 1820 | BRACKET 12 FT | 04724 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 423.25 | 0.00 | |||
| 1830 | POLE BASE | 04740 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,072.25 | 0.00 | |||
| 1840 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 12,415.51 | 0.00 | |||
| 1850 | FUSED CONNECTOR KIT | 04780 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 95.80 | 0.00 | |||
| 1860 | CONDUIT-1 1/4 IN | 04793 | LF | 1,554.00 | 1,554.000 | 0.000 | 0.000 | 7.89 | 0.00 | |||
| 1870 | CONDUIT-2 IN | 04795 | LF | 625.00 | 625.000 | 0.000 | 0.000 | 10.14 | 0.00 | |||
| 1880 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 507.91 | 0.00 | |||
| 1890 | TRENCHING AND BACKFILLING | 04820 | LF | 1,631.00 | 1,631.000 | 0.000 | 0.000 | 3.97 | 0.00 | |||
| 1900 | WIRE-NO. 12 | 04832 | LF | 708.00 | 708.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 1910 | WIRE-NO. 8 | 04833 | LF | 4,512.00 | 4,512.000 | 0.000 | 0.000 | 1.24 | 0.00 | |||
| 1920 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,514.73 | 0.00 | |||
| 1930 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 564.35 | 0.00 | |||
| 1940 | HPS LUMINAIRE 400 WATT | 20993ND | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 395.03 | 0.00 | |||
| 1950 | BORE AND JACK CONDUIT | 21543EN | LF | 548.00 | 548.000 | 0.000 | 0.000 | 28.17 | 0.00 | |||
| Project | TRIGG DB NEW | Fed/State Project Number | FD04 111 0068 016-021 | Category | 0009 MOBILIZATION & DEMOBILIZATION | |||||||
| 1960 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,005,120.78 | 1,005,120.78 | |||
| 1970 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 839,924.84 | 0.00 | |||
| SUBTOT | $896,530.52 |
$20,770,289.08 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1660-1-0I |
PRECAST PC I BEAM-HN 6061 | LF |
2,551.00 | 0051 | $210.492000 | $536,965.09 | ||||||
1660-2-0I |
PRECAST PC I BEAM-HN 6061 | LF |
2,551.00 | 0053 | $25.023000 | $63,833.67 | ||||||
1660-2-0A |
PRECAST PC I BEAM-HN 6061 | LF |
2,550.00 | 0056 | $25.023000 | $-63,808.65 | ||||||
1660-1-0A |
PRECAST PC I BEAM-HN 6061 | LF |
2,550.00 | 0056 | $210.492000 | $-536,754.60 | ||||||
| SUBTOT | $235.51 |
|||||||||||