|
Report_Id: 091104 Est NO 0065 |
Date:03/05/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091104 | Estimate Number | 0065 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05320) Tipton, Michael Scott., PE | ||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | ADDR SN 1 VC Code VC0000027232 | |||||
| 1630 BROADYWAY | |||||||
| P O BOX 2428 | |||||||
| CLARKSVILLE , IN , 47131-2428 | |||||||
| Pay Period | 01/24/2014 TO 02/20/2014 | ||||||
| Date Approved | 03/04/2014 | ||||||
| Primary Proj Number | DE05600640904 | ||||||
| Project No. | IM-NH 64-2 (165) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | LOUISVILLE-LEXINGTON ROAD (I-64) | ||||||
| Description | WIDEN I-64 TO 6 LANES FROM THE SNYDER FREEWAY TO JUST WEST OF THE SHELBY COUNTY LINE | ||||||
| Date Let | 04/24/2009 | Formal Acceptance | 05/02/2013 | ||||
| Date Awarded | 05/06/2009 | Date Work Began | 05/29/2009 | ||||
| Date Contract Executed | 05/15/2009 | Open To Traffic | 11/08/2010 | ||||
| Date NTP Issued | 05/15/2008 | Actual Completion Date | 11/08/2010 | ||||
| Current Contract Amount | $35,322,770.26 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $34,273,000.00 |
Total Earnings | $35,052,019.88 |
$34,726,804.28 |
$325,215.60 |
|
| Percent Complete | 99.23 |
Stockpiled Materials | $-0.36 |
$-0.36 |
$0.00 |
|
| Funds Available | $270,750.74 |
Gross Earnings | $35,052,019.52 |
$34,726,803.92 |
$325,215.60 |
|
| Total Change Orders | $1,049,770.26 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $35,052,019.52 |
$34,726,803.92 |
$325,215.60 |
|||
| Contract Id | 091104 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0065 | Project Number | IM-NH 64-2 (165) | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | Period | 01/24/2014 TO 02/20/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Overruns, damaged end treatment, damaged bridge rail, etc. | Approved | 08/13/2009 | $123,056.58 | 0.0 | |||||
| 002 | Revisioins to barrier wall, reinf steel, utilities, etc. | Approved | 01/04/2010 | $204,988.73 | 0.0 | |||||
| 003 | Mech Coupler- Pre Drilling- Waterline repair-Cold Mix Repair | Approved | 05/06/2010 | $118,625.79 | 0.0 | |||||
| 004 | Extra Work Items, Materials Overruns, Guardrail E.T. | Approved | 09/14/2010 | $197,011.16 | 0.0 | |||||
| 005 | Milled Rumble Strips Overrun and Extra Work Items | Approved | 06/29/2011 | $31,333.70 | 10.0 | |||||
| 006 | Structure Excavation Common | Approved | 05/09/2012 | $83,285.20 | 0.0 | |||||
| 007 | Replace GR ET- Fix Slide STA 1638+00 - Bridge Wedging | Approved | 11/08/2012 | $208,043.64 | 0.0 | |||||
| 009 | Drainage Materials and Additions | Approved | 02/14/2014 | $15,203.22 | 0.0 | |||||
| 010 | Final Asphalt and DGA Quantities | Approved | 02/18/2014 | $68,222.24 | 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 |
||
| Contract Id | 091104 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05600640904 | ||||||
| Estimate Nbr | 0065 | Period | 01/24/2014 TO 02/20/2014 | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | |||||||||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | DGA BASE | 00001 | TON | 53,956.00 | 68,469.070 | 1,413.210 | 67,055.860 | 68,469.070 | 14.25 | 20,138.24 | 975,684.24 | |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 65,136.00 | 70,037.080 | 1,536.190 | 68,500.890 | 70,037.080 | 30.00 | 46,085.70 | 2,101,112.40 | |
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 135.00 | 135.000 | 171.550 | 171.550 | 35.00 | 6,004.25 | |||
| 0050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 177.00 | 177.000 | 538.490 | 538.490 | 80.00 | 43,079.20 | |||
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | TON | 25,916.00 | 24,196.380 | 24,196.380 | 24,196.380 | 48.00 | 1,161,426.24 | |||
| 0070 | ASPHALT SCRATCH COURSE PG64-22 | 00191 | TON | 4,380.00 | 4,380.000 | 5,427.470 | 5,427.470 | 50.00 | 271,373.50 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 51,545.00 | 47,201.890 | 47,201.890 | 47,201.890 | 37.00 | 1,746,469.93 | |||
| 0090 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 58,961.00 | 56,189.870 | 56,189.870 | 56,189.870 | 38.00 | 2,135,215.06 | |||
| 0100 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 14,999.00 | 13,997.390 | 13,997.390 | 13,997.390 | 40.00 | 559,895.60 | |||
| 0110 | CL4 ASPH BASE 0.75D PG76-22 | 00228 | TON | 19,648.00 | 20,825.340 | 115.700 | 20,709.640 | 20,825.340 | 46.00 | 5,322.20 | 957,965.64 | |
| 0120 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 42.00 | 42.000 | 58.390 | 58.390 | 500.00 | 29,195.00 | |||
| 0130 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 8,022.00 | 9,039.190 | 20.130 | 9,019.060 | 9,039.190 | 48.00 | 966.24 | 433,881.12 | |
| 0140 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 11,249.00 | 11,249.000 | 12,575.070 | 12,575.070 | 58.00 | 729,354.06 | |||
| 0150 | ASPHALT CURING SEAL | 00358 | TON | 104.00 | 104.000 | 124.210 | 124.210 | 500.00 | 62,105.00 | |||
| 0160 | CULVERT PIPE-15 IN | 00461 | LF | 288.00 | 288.000 | 340.900 | 340.900 | 39.00 | 13,295.10 | |||
| 0170 | CULVERT PIPE-15 IN CONCRETE ONLY | 00461 | LF | 147.50 | 147.500 | 98.060 | 98.060 | 101.00 | 9,904.06 | |||
| 0180 | CULVERT PIPE-18 IN | 00462 | LF | 1,478.00 | 1,478.000 | 1,001.300 | 1,001.300 | 44.00 | 44,057.20 | |||
| 0190 | CULVERT PIPE-24 IN | 00464 | LF | 17.00 | 17.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
| 0200 | CULVERT PIPE-24 IN CONCRETE ONLY | 00464 | LF | 10.00 | 16.000 | 18.000 | 18.000 | 127.00 | 2,286.00 | |||
| 0210 | CULVERT PIPE-30 IN CONCRETE ONLY | 00466 | LF | 69.00 | 69.000 | 44.000 | 44.000 | 135.00 | 5,940.00 | |||
| 0220 | CULVERT PIPE-36 IN CONCRETE ONLY | 00468 | LF | 39.50 | 39.500 | 31.800 | 31.800 | 147.00 | 4,674.60 | |||
| 0230 | STORM SEWER PIPE-15 IN | 00521 | LF | 273.00 | 273.000 | 275.840 | 275.840 | 39.00 | 10,757.76 | |||
| 0240 | STORM SEWER PIPE-18 IN | 00522 | LF | 773.50 | 773.500 | 1,273.900 | 1,273.900 | 44.00 | 56,051.60 | |||
| 0250 | STORM SEWER PIPE-18 IN CONCRETE ONLY | 00522 | LF | 15.50 | 15.500 | 13.250 | 13.250 | 76.00 | 1,007.00 | |||
| 0260 | STORM SEWER PIPE-24 IN | 00524 | LF | 454.00 | 454.000 | 618.000 | 618.000 | 51.00 | 31,518.00 | |||
| 0270 | STORM SEWER PIPE-30 IN | 00526 | LF | 83.00 | 83.000 | 83.000 | 83.000 | 53.00 | 4,399.00 | |||
| 0280 | PERFORATED PIPE-4 IN | 01000 | LF | 42,648.00 | 42,648.000 | 39,730.960 | 39,730.960 | 4.30 | 170,843.12 | |||
| 0290 | PERFORATED PIPE-6 IN | 01001 | LF | 23,601.00 | 23,601.000 | 20,339.150 | 20,339.150 | 4.40 | 89,492.26 | |||
| 0300 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 2,328.00 | 2,328.000 | 3,016.650 | 3,016.650 | 10.00 | 30,166.50 | |||
| 0310 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 312.00 | 312.000 | 20.030 | 20.030 | 8.00 | 160.24 | |||
| 0320 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0330 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 42.00 | 42.000 | 36.000 | 36.000 | 395.00 | 14,220.00 | |||
| 0340 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 395.00 | 2,370.00 | |||
| 0350 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 17.00 | 17.000 | 25.000 | 25.000 | 410.00 | 10,250.00 | |||
| 0360 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 68.00 | 68.000 | 43.000 | 43.000 | 410.00 | 17,630.00 | |||
| 0370 | REMOVE PIPE | 01310 | LF | 1,864.00 | 1,872.000 | 949.300 | 949.300 | 17.00 | 16,138.10 | |||
| 0380 | REMOVE AND RELAY PIPE | 01312 | LF | 4.00 | 4.000 | 16.000 | 16.000 | 80.00 | 1,280.00 | |||
| 0390 | METAL END SECTION TY 2-18 IN | 01381 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,500.00 | 10,500.00 | |||
| 0400 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 700.00 | 3,500.00 | |||
| 0410 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0420 | CURB BOX INLET TYPE B | 01480 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 3,800.00 | 34,200.00 | |||
| 0430 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,200.00 | 12,600.00 | |||
| 0440 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 0450 | DROP BOX INLET TYPE 5E | 01514 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,600.00 | 27,600.00 | |||
| 0460 | REMOVE MEDIAN BOX INLET | 01630 | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 400.00 | 10,800.00 | |||
| 0470 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0480 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0490 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0500 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0510 | REMOVE INLET | 01718 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 350.00 | 2,100.00 | |||
| 0520 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 39.00 | 39.000 | 49.000 | 49.000 | 60.00 | 2,940.00 | |||
| 0530 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
| 0540 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 438.00 | 438.000 | 458.450 | 458.450 | 16.00 | 7,335.20 | |||
| 0550 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 252.00 | 252.000 | 237.000 | 237.000 | 9.00 | 2,133.00 | |||
| 0560 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 80.00 | 80.000 | 69.000 | 69.000 | 9.00 | 621.00 | |||
| 0570 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 414.00 | 2,034.000 | 5,756.000 | 5,756.000 | 7.50 | 43,170.00 | |||
| 0580 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 64,370.00 | 64,370.000 | 52,140.000 | 52,140.000 | 4.00 | 208,560.00 | |||
| 0590 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 0600 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 299.00 | 299.000 | 323.360 | 323.360 | 93.00 | 30,072.48 | |||
| 0610 | TEMP DITCH | 02159 | LF | 26,320.00 | 26,320.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0620 | REMOVE PAVED DITCH | 02165 | SQYD | 2,914.00 | 2,914.000 | 3,720.400 | 3,720.400 | 6.00 | 22,322.40 | |||
| 0630 | ROADWAY EXCAVATION | 02200 | CUYD | 213,350.00 | 217,850.000 | 217,850.000 | 217,850.000 | 12.00 | 2,614,200.00 | |||
| 0640 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 2,281.00 | 2,732.000 | 2,732.000 | 2,732.000 | 21.00 | 57,372.00 | |||
| 0650 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,555.00 | 5,555.000 | 5,009.530 | 5,009.530 | 16.00 | 80,152.48 | |||
| 0660 | DITCHING | 02237 | LF | 46,250.00 | 46,250.000 | 175.000 | 175.000 | 0.90 | 157.50 | |||
| 0670 | WATER | 02242 | MGAL | 9,307.00 | 9,307.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0680 | FENCE-TEMP | 02259 | LF | 1,000.00 | 1,000.000 | 2,002.000 | 2,002.000 | 3.33 | 6,666.66 | |||
| 0690 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 42,764.00 | 42,764.000 | 42,867.000 | 42,867.000 | 5.25 | 225,051.75 | |||
| 0700 | REMOVE FENCE | 02265 | LF | 42,621.00 | 42,621.000 | 41,805.000 | 41,805.000 | 2.00 | 83,610.00 | |||
| 0710 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,922.58 | 3,845.16 | |||
| 0720 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0730 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 12.000 | 7.000 | 7.000 | 2,100.00 | 14,700.00 | |||
| 0740 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 33.00 | 33.000 | 34.000 | 34.000 | 900.00 | 30,600.00 | |||
| 0750 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 6.00 | 5.000 | 1.000 | 1.000 | 935.00 | 935.00 | |||
| 0760 | REMOVE GUARDRAIL | 02381 | LF | 25,302.00 | 25,302.000 | 28,987.300 | 28,987.300 | 2.00 | 57,974.60 | |||
| 0770 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0780 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 0790 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 10.000 | 11.000 | 11.000 | 2,100.00 | 23,100.00 | |||
| 0800 | CHANNEL LINING CLASS II | 02483 | TON | 5,324.00 | 5,324.000 | 4,004.680 | 4,004.680 | 22.00 | 88,102.96 | |||
| 0810 | CHANNEL LINING CLASS III | 02484 | TON | 3,441.00 | 3,441.000 | 3,063.080 | 3,063.080 | 22.00 | 67,387.76 | |||
| 0820 | CLEARING AND GRUBBING 38.13 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 165,000.00 | 165,000.00 | |||
| 0830 | CONCRETE-CLASS B | 02555 | CUYD | 405.00 | 405.000 | 412.500 | 412.500 | 290.00 | 119,625.00 | |||
| 0840 | SIGNS | 02562 | SQFT | 2,032.00 | 2,032.000 | 3,410.125 | 3,410.125 | 3.00 | 10,230.37 | |||
| 0850 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0860 | EDGE KEY | 02585 | LF | 284.00 | 284.000 | 252.000 | 252.000 | 100.00 | 25,200.00 | |||
| 0870 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 11,244.00 | 11,244.000 | 12,004.070 | 12,004.070 | 1.60 | 19,206.51 | |||
| 0880 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 17,000.00 | 43,772.580 | 28,250.459 | 28,250.459 | 1.30 | 36,725.59 | |||
| 0890 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 5,306.20 | 5,306.200 | 4,170.538 | 4,170.538 | 2.00 | 8,341.07 | |||
| 0900 | REMOVE HEADWALL | 02625 | EACH | 21.00 | 21.000 | 17.000 | 17.000 | 300.00 | 5,100.00 | |||
| 0910 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 194,622.71 | 194,622.71 | |||
| 0920 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 14.00 | 14.000 | 11.000 | 11.000 | 8,000.00 | 88,000.00 | |||
| 0930 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0940 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,030.00 | 4,615.860 | 8,521.580 | 8,521.580 | 28.00 | 238,604.24 | |||
| 0950 | SAFELOADING | 02690 | CUYD | 3.64 | 3.640 | 8.540 | 8.540 | 200.00 | 1,708.00 | |||
| 0960 | SAND FOR BLOTTER | 02702 | TON | 782.00 | 782.000 | 299.360 | 299.360 | 37.00 | 11,076.32 | |||
| 0970 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
| 0980 | REMOVE STRUCTURE STA 1638+12.57 TO STA 1640+94.83 EB | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 220,000.00 | 220,000.00 | |||
| 0990 | REMOVE STRUCTURE STA 1638+12.57 TO STA 1640+94.83 WB | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 220,000.00 | 220,000.00 | |||
| 1000 | REMOVE STRUCTURE STA 1706+65.37 TO STA 1709+53.97 EB | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 1010 | REMOVE STRUCTURE STA 1707+14.13 TO STA 1710+02.20 WB | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 1020 | REMOVE STRUCTURE STA 48+73.52 TO STA 51+25.44 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 125,049.61 | 125,049.61 | |||
| 1030 | REMOVE STRUCTURE STA 49+18.33 TO STA 50+80.18 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 179,900.00 | 179,900.00 | |||
| 1040 | REMOVE STRUCTURE STA 49+20.18 TO STA 50+80.70 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 179,900.00 | 179,900.00 | |||
| 1050 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
| 1060 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 5.00 | 9.000 | 11.000 | 11.000 | 10,000.00 | 110,000.00 | |||
| 1070 | RELOCATE CRASH CUSHION | 02898 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 1,000.00 | 10,000.00 | |||
| 1080 | MASONRY COATING | 02998 | SQYD | 15,990.00 | 15,990.000 | 18,672.610 | 18,672.610 | 9.00 | 168,053.49 | |||
| 1090 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 50,831.00 | 52,531.000 | 53,614.000 | 53,614.000 | 18.50 | 991,859.00 | |||
| 1100 | TUBULAR MARKERS | 03225 | EACH | 48.00 | 48.000 | 44.000 | 44.000 | 40.00 | 1,760.00 | |||
| 1110 | EROSION CONTROL BLANKET | 05950 | SQYD | 14,606.00 | 14,606.000 | 11,995.173 | 11,995.173 | 1.17 | 14,034.35 | |||
| 1120 | TOPDRESSING FERTILIZER | 05966 | TON | 4.77 | 4.770 | 10.000 | 10.000 | 800.00 | 8,000.00 | |||
| 1130 | SEEDING AND PROTECTION | 05985 | SQYD | 593,868.00 | 593,868.000 | 593,868.000 | 593,868.000 | 0.30 | 178,160.40 | |||
| 1140 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 47,033.00 | 47,033.000 | 111,976.470 | 111,976.470 | 0.15 | 16,796.47 | |||
| 1150 | STEEL POST MILE MARKERS | 06412 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1160 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1170 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1180 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 243,031.00 | 243,031.000 | 273,025.000 | 273,025.000 | 0.08 | 21,842.00 | |||
| 1190 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,520.00 | 3,520.000 | 4,719.000 | 4,719.000 | 0.10 | 471.90 | |||
| 1200 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,680.00 | 3,680.000 | 5,088.000 | 5,088.000 | 2.40 | 12,211.20 | |||
| 1210 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,680.00 | 3,680.000 | 8,918.000 | 8,918.000 | 2.40 | 21,403.20 | |||
| 1220 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 110.00 | 110.000 | 78.000 | 78.000 | 6.00 | 468.00 | |||
| 1230 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,078.00 | 1,078.000 | 1,013.000 | 1,013.000 | 17.00 | 17,221.00 | |||
| 1240 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,078.00 | 1,078.000 | 628.000 | 628.000 | 17.00 | 10,676.00 | |||
| 1250 | CONCRETE-CLASS A | 08100 | CUYD | 90.30 | 90.300 | 91.430 | 91.430 | 550.00 | 50,286.50 | |||
| 1260 | STEEL REINFORCEMENT | 08150 | LB | 2,173.00 | 2,173.000 | 2,288.900 | 2,288.900 | 0.50 | 1,144.45 | |||
| 1270 | FUEL ADJUSTMENT | 10020NS | DOLL | 339,714.00 | 339,714.000 | 441,469.120 | 441,469.120 | 1.00 | 441,469.12 | |||
| 1280 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 469,108.00 | 469,108.000 | 222,716.100 | 222,716.100 | 1.00 | 222,716.10 | |||
| 1290 | BORE & JACK PIPE 36 INCH | 20211ES706 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 360.00 | 25,920.00 | |||
| 1300 | BORE & JACK PIPE 42 INCH | 20211ES706 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 400.00 | 28,000.00 | |||
| 1310 | MILLED RUMBLE STRIPS | 20314ED | LF | 44,480.00 | 80,995.000 | 80,995.000 | 80,995.000 | 0.17 | 13,769.15 | |||
| 1320 | REPLACE GRATE 24 INCH | 20366NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1330 | CONC MED BARRIER BOX INLET-MOD TYPE 12B2 | 21337NS710 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 1340 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 43,700.00 | 43,700.000 | 42,196.000 | 42,196.000 | 0.75 | 31,647.00 | |||
| 1350 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 17,490.00 | 17,490.000 | 17,518.000 | 17,518.000 | 43.50 | 762,033.00 | |||
| 1360 | CONC MED BAR BOX INLET TY 12A2-50 | 21601NN | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 6,050.00 | 18,150.00 | |||
| 1370 | CONC MED BAR BOX INLET TY 12B2-50 | 21602NN | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 6,000.00 | 168,000.00 | |||
| 1380 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 27,716.00 | 27,716.000 | 28,356.300 | 28,356.300 | 14.05 | 398,406.01 | |||
| 1390 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 16,200.00 | 16,200.000 | 22,676.000 | 22,676.000 | 0.60 | 13,605.60 | |||
| 1400 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 136,220.00 | 136,220.000 | 102,884.000 | 102,884.000 | 0.18 | 18,519.12 | |||
| 1410 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 45,480.00 | 45,480.000 | 71,252.000 | 71,252.000 | 0.18 | 12,825.36 | |||
| 1420 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 1,950.00 | 1,950.000 | 871.000 | 871.000 | 0.45 | 391.95 | |||
| 1430 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 36,269.00 | 1,874.000 | 932.650 | 932.650 | 0.10 | 93.26 | |||
| 1440 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,000.00 | 135,000.00 | |||
| 3200 | REMOVE AND RESET PERF PIPE HEADWALL (ADDED: 4-15-09) | 20758ED | EACH | 20.00 | 20.000 | 7.000 | 7.000 | 250.00 | 1,750.00 | |||
| 3210 | CL3 ASPH BASE 1.00D PG64-22 TRENCH BACKFILL (ADDED: 4-15-09) | 00214 | TON | 2,190.00 | 2,190.000 | 1,731.880 | 1,731.880 | 41.00 | 71,007.08 | |||
| 8000 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 600.000 | 600.000 | 600.000 | 6.32 | 3,792.00 | |||
| 8001 | REMOVE GUARDRAIL END TREATMENT DAMAGED | 02396 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 126.00 | 126.00 | |||
| 8003 | REMOVE & RESET ALUMINUM RAIL FLOYD CREEK BRIDGE | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,874.00 | 6,874.00 | |||
| 8004 | MAINTAIN & CONTROL TRAFFIC LANE CLOSURE END TREATMENT | 21741NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 8009 | SPECIAL EXCAVATION excavating unsuitable material for phase 1 | 02204 | CUYD | 0.00 | 4,646.530 | 406.120 | 4,240.410 | 4,646.530 | 12.00 | 4,873.44 | 55,758.36 | |
| 8010 | COST PLUS WORK adjust drainage structure @ 1577+00 | 10080NSD | DOLL | 0.00 | 1,831.000 | 1,831.000 | 1,831.000 | 1.00 | 1,831.00 | |||
| 8013 | COST PLUS WORK modify median box @1718+03.62 | 10080NSD | DOLL | 0.00 | 1,463.000 | 1,463.000 | 1,463.000 | 1.00 | 1,463.00 | |||
| 8017 | EW~ SPECIAL EXCAVATION DGA & SOIL | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,963.00 | 6,963.00 | |||
| 8018 | EW~ ASPHALT COLD MIX FOR SHOULDER REPAIR | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,144.00 | 14,144.00 | |||
| 8019 | EW~ Asphalt Plant Startup for Asphalt Base Falure Repair | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,700.00 | 7,700.00 | |||
| 8020 | ASPHALT PAVE MILLING & TEXTURING Asphalt Base Failure Repair | 02677 | TON | 0.00 | 187.390 | 187.390 | 187.390 | 93.50 | 17,520.96 | |||
| 8021 | CL3 ASPH BASE 1.00D PG64-22 Asphalt Base Failure Repair | 00214 | TON | 0.00 | 220.960 | 220.960 | 220.960 | 200.00 | 44,192.00 | |||
| 8022 | MAINTAIN & CONTROL TRAFFIC Asphalt Base Failure Repair | 21741NC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,750.00 | 9,500.00 | |||
| 8023 | MOBILIZATION FOR MILL & TEXT Asphalt Base Failure Repair | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,875.00 | 2,875.00 | |||
| 8024 | MOBILIZATION Asphalt Base Failure Repair | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,250.00 | 2,250.00 | |||
| 8025 | PAVE STRIPING-TEMP PAINT-6 IN Asphalt Base Failure Repair | 06511 | LF | 0.00 | 1,090.000 | 1,090.000 | 1,090.000 | 1.55 | 1,699.99 | |||
| 8027 | EW~ Removal Asphalt Overlay at Median Edge | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,792.00 | 6,792.00 | |||
| 8028 | EW~ Remove and Relay Pipe at STA 1569+85 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,682.00 | 7,682.00 | |||
| 8029 | PIPE UNDERCUT STA 1744+32 RT | 02219 | CUYD | 0.00 | 6.700 | 6.700 | 6.700 | 20.00 | 134.00 | |||
| 8030 | EW~ Remove Asphalt Wedging WB Lane | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,764.00 | 1,764.00 | |||
| 8033 | REMOVE PAVEMENT Shoulder Excavation 1641+22 LT | 02091 | SQYD | 0.00 | 195.600 | 195.600 | 195.600 | 8.12 | 1,588.27 | |||
| 8034 | EW~ Farm Field Drainage System KY 1531 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,118.00 | 4,118.00 | |||
| 8035 | EARTHWORK REFILL & REGRADE DITCH TO FLOYDS FORK | 20196ED | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,969.00 | 6,969.00 | |||
| 8037 | LIQUIDATED DAMAGES Blasting Damages | 10111NS | DOLL | 0.00 | 4,000.000 | 4,000.000 | 4,000.000 | -1.00 | -4,000.00 | |||
| 8043 | COST PLUS WORK Replace Guardrail End Treatments | 10080NSD | DOLL | 0.00 | 130,201.000 | 130,201.000 | 130,201.000 | 1.00 | 130,201.00 | |||
| 8044 | COST PLUS WORK Stabilize Slope at STA. 16383+00 Left. | 10080NSD | DOLL | 0.00 | 14,076.000 | 14,076.000 | 14,076.000 | 1.00 | 14,076.00 | |||
| 8045 | COST PLUS WORK WEDGE SETTLED BRIDGE ENDS | 10080NSD | DOLL | 0.00 | 63,766.640 | 63,766.000 | 63,766.000 | 1.00 | 63,766.00 | |||
| 8046 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,325.00 | 1,325.00 | 1,325.00 | |
| 8047 | METAL END SECTION TY 3-15 INCH | 01390 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 685.00 | 685.00 | 685.00 | |
| 8048 | CULVERT PIPE-18 INCH | 00462 | LF | 0.00 | 70.000 | 70.000 | 0.000 | 70.000 | 16.85 | 1,179.78 | 1,179.78 | |
| 8050 | COST PLUS WORK FRENCH DRAIN | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,140.00 | 7,140.00 | 7,140.00 | |
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 1450 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,495,000.00 | 1,495,000.00 | |||
| 1460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.250 | 0.750 | 475,000.00 | 237,500.00 | 356,250.00 | |
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0003 INTELLIGENT TRANSPORTATION SYSTEM | |||||||
| 1470 | SITE PREPARATION | 02187 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 1480 | PVC PIPE-2 IN | 03381 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 2.21 | 0.00 | |||
| 1490 | POLE BASE-HIGH MAST | 04742 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,519.00 | 5,519.00 | |||
| 1500 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 405.00 | 405.00 | |||
| 1510 | TRENCHING AND BACKFILLING | 04820 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 2.95 | 0.00 | |||
| 1520 | WIRE-NO. 4 | 04835 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 1.22 | 0.00 | |||
| 1530 | WINCH LOWERING TOOL | 21058ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,105.00 | 3,105.00 | |||
| 1540 | CCTV ASSEMBLY | 21059ND | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 6,788.00 | 0.00 | |||
| 1550 | MODEL 336 ENCLOSURE | 21066ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,900.00 | 4,900.00 | |||
| 1560 | POLE 80 FT WITH LOWERING DEVICE | 21067ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,571.00 | 3,571.00 | |||
| 1570 | SURGE DEVICE 120 VOLT | 21069ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 175.00 | 175.00 | |||
| 1580 | DATA SURGE DEVICE | 21071ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 175.00 | 175.00 | |||
| 1590 | VIDEO SURGE DEVICE | 21072ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 1600 | INSTALL TRIMARC SUPPLIED ITEMS | 22942NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,014.00 | 1,014.00 | |||
| 8008 | CCTV ASSEMBLY changes required by CO Traffic Operations | 21059ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,986.80 | 7,986.80 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0004 SIGNING | |||||||
| 1610 | REFERENCE MARKER | 04903 | EACH | 25.00 | 25.000 | 50.000 | 50.000 | 111.96 | 5,598.00 | |||
| 1620 | BARRIER MOUNTING BRACKET | 04904 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 200.00 | 5,000.00 | |||
| 1630 | GMSS GALV STEEL TYPE A | 06400 | LB | 7,348.00 | 7,348.000 | 8,683.855 | 8,683.855 | 2.36 | 20,493.89 | |||
| 1640 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 3,263.40 | 3,263.400 | 3,240.750 | 3,240.750 | 17.19 | 55,708.49 | |||
| 1650 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 117.12 | 117.125 | 71.000 | 71.000 | 13.25 | 940.75 | |||
| 1660 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 249.00 | 249.000 | 42.125 | 42.125 | 13.25 | 558.15 | |||
| 1670 | STEEL POST TYPE 1 | 06410 | LF | 134.00 | 134.000 | 137.500 | 137.500 | 8.24 | 1,133.00 | |||
| 1680 | STEEL POST TYPE 2 | 06411 | LF | 347.00 | 347.000 | 122.000 | 122.000 | 6.75 | 823.50 | |||
| 1690 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 125.00 | 625.00 | |||
| 1700 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1710 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1720 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1730 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 18.00 | 18.000 | 8.000 | 8.000 | 175.00 | 1,400.00 | |||
| 1740 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 19.41 | 19.410 | 19.070 | 19.070 | 606.00 | 11,556.42 | |||
| 1750 | ROADWAY CROSS SECTION | 20419ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1760 | BARRIER WALL POST | 20912ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1770 | REMOVE SIGN | 21373ND | EACH | 19.00 | 19.000 | 12.000 | 12.000 | 25.00 | 300.00 | |||
| 1780 | GMSS TYPE D | 21596ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 227.85 | 0.00 | |||
| 8039 | REMOVE & RESET TRAFFIC SIGN Overhead Panel Sign English Station Road | 20194ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,722.00 | 3,722.00 | |||
| 8040 | MAINTAIN & CONTROL TRAFFIC Reseting of Panel Sign attached to English Station Rd Bridge | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,362.00 | 1,362.00 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0005 BRIDGE | |||||||
| 1790 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 608.00 | 608.000 | 608.000 | 608.000 | 40.00 | 24,320.00 | |||
| 1800 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 886.00 | 886.000 | 1,021.800 | 1,021.800 | 2.40 | 2,452.32 | |||
| 1810 | MASONRY COATING | 02998 | SQYD | 3,491.00 | 3,491.000 | 2,019.800 | 2,019.800 | 9.00 | 18,178.20 | |||
| 1820 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 248.30 | 248.300 | 249.320 | 249.320 | 50.00 | 12,466.00 | |||
| 1830 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,899.00 | 1,899.000 | 910.670 | 910.670 | 40.00 | 36,426.80 | |||
| 1840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 144.00 | 144.000 | 153.870 | 153.870 | 170.00 | 26,157.90 | |||
| 1850 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,718.00 | 2,718.000 | 2,304.150 | 2,304.150 | 26.00 | 59,907.90 | |||
| 1860 | TEST PILES | 08033 | LF | 80.00 | 80.000 | 77.000 | 77.000 | 50.00 | 3,850.00 | |||
| 1870 | PRE-DRILLING FOR PILES | 08039 | LF | 232.00 | 840.000 | 1,285.400 | 1,285.400 | 60.00 | 77,124.00 | |||
| 1880 | PILES-STEEL HP14X73 | 08050 | LF | 1,464.00 | 1,464.000 | 1,435.790 | 1,435.790 | 53.00 | 76,096.87 | |||
| 1890 | PILE POINTS-14 IN | 08095 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 105.00 | 4,620.00 | |||
| 1900 | CONCRETE-CLASS A | 08100 | CUYD | 955.90 | 955.900 | 955.900 | 955.900 | 625.00 | 597,437.50 | |||
| 1910 | CONCRETE-CLASS AA | 08104 | CUYD | 1,406.60 | 1,406.600 | 1,406.600 | 1,406.600 | 450.00 | 632,970.00 | |||
| 1920 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 72.00 | 72.000 | 68.000 | 68.000 | 18.00 | 1,224.00 | |||
| 1930 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 37.00 | 1,184.00 | |||
| 1940 | MECHANICAL REINF COUPLER #9 | 08134 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 47.00 | 1,504.00 | |||
| 1950 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 57.00 | 2,280.00 | |||
| 1960 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 1970 | STEEL REINFORCEMENT | 08150 | LB | 156,418.00 | 145,893.490 | 156,418.000 | 156,418.000 | 0.71 | 111,056.78 | |||
| 1980 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 400,550.00 | 400,550.000 | 400,550.000 | 400,550.000 | 0.73 | 292,401.50 | |||
| 1990 | STRUCTURAL STEEL 3140 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 2000 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 3,962.80 | 3,962.800 | 3,962.800 | 3,962.800 | 305.00 | 1,208,654.00 | |||
| 2010 | CONCRETE FORM LINER | 21119ED | SQYD | 1,221.00 | 1,221.000 | 1,221.000 | 1,221.000 | 33.00 | 40,293.00 | |||
| 2020 | RAIL SYSTEM TYPE III | 21532ED | LF | 616.00 | 616.000 | 616.000 | 616.000 | 50.00 | 30,800.00 | |||
| 8016 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 0.00 | 2,156.000 | 2,156.000 | 2,156.000 | 23.82 | 51,355.92 | |||
| 8036 | EW~ Floyds Fork Drainage System | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,686.47 | 7,686.47 | |||
| 8038 | MASS CONCRETE PIER 2 FOOTER PHASE 3 | 10040ES | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 146.28 | 1,462.80 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0006 BRIDGE | |||||||
| 2030 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 836.00 | 836.000 | 453.260 | 453.260 | 40.00 | 18,130.40 | |||
| 2040 | MASONRY COATING | 02998 | SQYD | 1,351.00 | 1,351.000 | 1,809.780 | 1,809.780 | 9.00 | 16,288.02 | |||
| 2050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 106.00 | 106.000 | 106.000 | 106.000 | 50.00 | 5,300.00 | |||
| 2060 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 94.00 | 706.190 | 728.440 | 728.440 | 40.00 | 29,137.60 | |||
| 2070 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 105.00 | 105.000 | 26.100 | 26.100 | 170.00 | 4,437.00 | |||
| 2080 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 326.00 | 326.000 | 144.790 | 144.790 | 27.00 | 3,909.33 | |||
| 2090 | TEST PILES | 08033 | LF | 17.00 | 17.000 | 17.000 | 17.000 | 50.00 | 850.00 | |||
| 2100 | PILES-STEEL HP14X73 | 08050 | LF | 168.00 | 168.000 | 174.250 | 174.250 | 53.00 | 9,235.25 | |||
| 2110 | PILE POINTS-14 IN | 08095 | EACH | 15.00 | 15.000 | 13.000 | 13.000 | 105.00 | 1,365.00 | |||
| 2120 | CONCRETE-CLASS A | 08100 | CUYD | 194.40 | 194.400 | 194.400 | 194.400 | 625.00 | 121,500.00 | |||
| 2130 | CONCRETE-CLASS AA | 08104 | CUYD | 497.90 | 497.900 | 497.900 | 497.900 | 450.00 | 224,055.00 | |||
| 2140 | STEEL REINFORCEMENT | 08150 | LB | 29,067.00 | 29,067.000 | 29,067.000 | 29,067.000 | 0.71 | 20,637.57 | |||
| 2150 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 133,599.00 | 133,599.000 | 133,599.000 | 133,599.000 | 0.73 | 97,527.27 | |||
| 2160 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 1,543.00 | 1,546.000 | 1,546.000 | 1,546.000 | 295.00 | 456,070.00 | |||
| 2170 | RAIL SYSTEM TYPE III | 21532ED | LF | 520.00 | 520.000 | 520.000 | 520.000 | 50.00 | 26,000.00 | |||
| 3220 | PRE-DRILLING FOR PILES | 08039 | LF | 185.00 | 185.000 | 157.900 | 157.900 | 60.00 | 9,474.00 | |||
| 8015 | EW~ EXPANSION FIBER BOARD AT GILLIAN ROAD STRUCTURE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,855.27 | 1,855.27 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0007 BRIDGE | |||||||
| 2180 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 546.00 | 546.000 | 546.000 | 546.000 | 40.00 | 21,840.00 | |||
| 2190 | MASONRY COATING | 02998 | SQYD | 1,405.00 | 1,405.000 | 1,290.100 | 1,290.100 | 9.00 | 11,610.90 | |||
| 2200 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 264.00 | 264.000 | 264.000 | 264.000 | 50.00 | 13,200.00 | |||
| 2210 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 642.00 | 642.000 | 787.410 | 787.410 | 27.00 | 21,260.07 | |||
| 2220 | TEST PILES | 08033 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 50.00 | 3,300.00 | |||
| 2230 | PRE-DRILLING FOR PILES | 08039 | LF | 393.00 | 393.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 2240 | PILES-STEEL HP12X53 | 08046 | LF | 1,508.00 | 1,508.000 | 1,490.710 | 1,490.710 | 40.00 | 59,628.40 | |||
| 2250 | PILE POINTS-12 IN | 08094 | EACH | 50.00 | 50.000 | 50.000 | 50.000 | 95.00 | 4,750.00 | |||
| 2260 | CONCRETE-CLASS A | 08100 | CUYD | 342.40 | 342.400 | 342.400 | 342.400 | 625.00 | 214,000.00 | |||
| 2270 | CONCRETE-CLASS AA | 08104 | CUYD | 751.50 | 751.500 | 751.500 | 751.500 | 450.00 | 338,175.00 | |||
| 2280 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 56.00 | 56.000 | 56.000 | 56.000 | 57.00 | 3,192.00 | |||
| 2290 | STEEL REINFORCEMENT | 08150 | LB | 51,970.00 | 51,970.000 | 51,970.000 | 51,970.000 | 0.71 | 36,898.70 | |||
| 2300 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 221,949.00 | 221,949.000 | 221,949.000 | 221,949.000 | 0.73 | 162,022.77 | |||
| 2310 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 2,040.50 | 2,040.500 | 2,040.650 | 2,040.650 | 235.00 | 479,552.75 | |||
| 2320 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 196.00 | 196.000 | 208.730 | 208.730 | 410.00 | 85,579.30 | |||
| 2330 | ROCK CORINGS | 20746ED | LF | 420.00 | 420.000 | 401.600 | 401.600 | 55.00 | 22,088.00 | |||
| 2340 | SOUNDINGS | 21084ED | LF | 490.00 | 490.000 | 494.490 | 494.490 | 15.00 | 7,417.35 | |||
| 2350 | RAIL SYSTEM TYPE III | 21532ED | LF | 320.00 | 320.000 | 320.000 | 320.000 | 50.00 | 16,000.00 | |||
| 2360 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 217.00 | 217.000 | 204.280 | 204.280 | 415.00 | 84,776.20 | |||
| 8041 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 758.270 | 758.270 | 758.270 | 40.00 | 30,330.80 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0008 BRIDGE | |||||||
| 2370 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 476.00 | 476.000 | 476.000 | 476.000 | 40.00 | 19,040.00 | |||
| 2380 | MASONRY COATING | 02998 | SQYD | 1,271.00 | 1,271.000 | 1,378.850 | 1,378.850 | 9.00 | 12,409.65 | |||
| 2390 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 275.50 | 275.500 | 275.500 | 275.500 | 50.00 | 13,775.00 | |||
| 2400 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 690.00 | 690.000 | 971.570 | 971.570 | 27.00 | 26,232.39 | |||
| 2410 | TEST PILES | 08033 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 50.00 | 3,000.00 | |||
| 2420 | PRE-DRILLING FOR PILES | 08039 | LF | 458.00 | 458.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 2430 | PILES-STEEL HP14X73 | 08050 | LF | 1,000.00 | 1,000.000 | 989.280 | 989.280 | 53.00 | 52,431.84 | |||
| 2440 | PILE POINTS-14 IN | 08095 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 105.00 | 4,410.00 | |||
| 2450 | CONCRETE-CLASS A | 08100 | CUYD | 325.30 | 325.300 | 325.300 | 325.300 | 625.00 | 203,312.50 | |||
| 2460 | CONCRETE-CLASS AA | 08104 | CUYD | 802.30 | 802.300 | 802.300 | 802.300 | 450.00 | 361,035.00 | |||
| 2470 | STEEL REINFORCEMENT | 08150 | LB | 66,627.00 | 66,627.000 | 66,627.000 | 66,627.000 | 0.71 | 47,305.17 | |||
| 2480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 142,719.00 | 142,719.000 | 142,719.000 | 142,719.000 | 0.73 | 104,184.87 | |||
| 2490 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 2,525.30 | 2,525.300 | 2,525.430 | 2,525.430 | 235.00 | 593,476.05 | |||
| 2500 | MECHANICAL COUPLER | 20568NN | EACH | 136.00 | 136.000 | 136.000 | 136.000 | 45.00 | 6,120.00 | |||
| 2510 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 168.00 | 168.000 | 192.690 | 192.690 | 410.00 | 79,002.90 | |||
| 2520 | ROCK CORINGS | 20746ED | LF | 392.00 | 392.000 | 396.800 | 396.800 | 55.00 | 21,824.00 | |||
| 2530 | SOUNDINGS | 21084ED | LF | 420.00 | 420.000 | 393.600 | 393.600 | 15.00 | 5,904.00 | |||
| 2540 | RAIL SYSTEM TYPE III | 21532ED | LF | 322.40 | 322.400 | 322.400 | 322.400 | 50.00 | 16,120.00 | |||
| 2550 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 133.00 | 133.000 | 134.150 | 134.150 | 415.00 | 55,672.25 | |||
| 8042 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 0.00 | 711.670 | 711.670 | 711.670 | 40.00 | 28,466.80 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0009 BRIDGE | |||||||
| 2560 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 326.00 | 326.000 | 892.030 | 892.030 | 40.00 | 35,681.20 | |||
| 2570 | CONCRETE-CLASS B | 02555 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 2580 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,265.00 | 1,265.000 | 2,443.110 | 2,443.110 | 2.70 | 6,596.39 | |||
| 2590 | MASONRY COATING | 02998 | SQYD | 1,174.00 | 1,174.000 | 2,138.920 | 2,138.920 | 9.00 | 19,250.28 | |||
| 2600 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 294.00 | 294.000 | 294.000 | 294.000 | 50.00 | 14,700.00 | |||
| 2610 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 635.00 | 635.000 | 677.880 | 677.880 | 40.00 | 27,115.20 | |||
| 2620 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 140.00 | 140.000 | 150.320 | 150.320 | 170.00 | 25,554.40 | |||
| 2630 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,421.00 | 1,421.000 | 1,095.830 | 1,095.830 | 26.00 | 28,491.58 | |||
| 2640 | TEST PILES | 08033 | LF | 59.00 | 59.000 | 59.000 | 59.000 | 50.00 | 2,950.00 | |||
| 2650 | PRE-DRILLING FOR PILES | 08039 | LF | 235.00 | 235.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 2660 | PILES-STEEL HP12X53 | 08046 | LF | 1,512.00 | 1,512.000 | 1,487.250 | 1,487.250 | 40.00 | 59,490.00 | |||
| 2670 | PILE POINTS-12 IN | 08094 | EACH | 50.00 | 50.000 | 50.000 | 50.000 | 95.00 | 4,750.00 | |||
| 2680 | CONCRETE-CLASS A | 08100 | CUYD | 653.60 | 653.600 | 653.600 | 653.600 | 625.00 | 408,500.00 | |||
| 2690 | CONCRETE-CLASS AA | 08104 | CUYD | 1,362.90 | 1,362.900 | 1,362.900 | 1,362.900 | 450.00 | 613,305.00 | |||
| 2700 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 68.00 | 68.000 | 68.000 | 68.000 | 57.00 | 3,876.00 | |||
| 2710 | STEEL REINFORCEMENT | 08150 | LB | 116,205.00 | 116,205.000 | 116,205.000 | 116,205.000 | 0.71 | 82,505.55 | |||
| 2720 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 434,344.00 | 434,344.000 | 434,344.000 | 434,344.000 | 0.73 | 317,071.12 | |||
| 2730 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 3,622.00 | 3,622.000 | 3,622.000 | 3,622.000 | 295.00 | 1,068,490.00 | |||
| 2740 | RAIL SYSTEM TYPE III | 21532ED | LF | 564.00 | 564.000 | 564.000 | 564.000 | 50.00 | 28,200.00 | |||
| 8005 | MASS CONCRETE mass concrete due to rock elevations on pier 1, phase 1, | 10040ES | CUYD | 0.00 | 20.990 | 20.990 | 20.990 | 146.28 | 3,070.41 | |||
| 8007 | COST PLUS WORK had to cut deck steel that was too long for phasing | 10080NSD | DOLL | 0.00 | 4,377.750 | 4,377.750 | 4,377.750 | 1.00 | 4,377.75 | |||
| 8026 | MASS CONCRETE Mass Concrete due rock elevation @ pier 2 phase 3 | 10040ES | CUYD | 0.00 | 1.500 | 1.500 | 1.500 | 144.79 | 217.19 | |||
| 8031 | NON-SPEC MATERIAL Department Credit for Non Spec Epoxy Coated Bolsters | 10070NS | DOLL | 0.00 | -15,000.000 | -15,000.000 | -15,000.000 | 1.00 | -15,000.00 | |||
| 8032 | MASS CONCRETE PIER 1 & PIER 2 PHASE 3 | 10040ES | CUYD | 0.00 | 15.160 | 15.160 | 15.160 | 146.28 | 2,217.60 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0010 SIGNALIZATION | |||||||
| 2750 | SIGNS | 02562 | SQFT | 160.00 | 160.000 | 0.000 | 0.000 | 4.90 | 0.00 | |||
| 2760 | MAINTAIN & CONTROL TRAFFIC SIGNALS | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2770 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2780 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 72.000 | 72.000 | 6.33 | 455.76 | |||
| 2790 | CONDUIT-2 IN | 04795 | LF | 50.00 | 50.000 | 17.000 | 17.000 | 8.73 | 148.41 | |||
| 2800 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 72.000 | 72.000 | 2.95 | 212.40 | |||
| 2810 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,134.00 | 6,804.00 | |||
| 2820 | LOOP WIRE | 04830 | LF | 2,700.00 | 2,700.000 | 1,810.000 | 1,810.000 | 0.33 | 597.30 | |||
| 2830 | LOOP SAW SLOT AND FILL | 04895 | LF | 530.00 | 530.000 | 575.700 | 575.700 | 11.48 | 6,609.03 | |||
| 2840 | GALVANIZED STEEL CABINET 20 INCH X 20 INCH | 20359NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 438.00 | 876.00 | |||
| 2850 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 568.50 | 1,137.00 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0012 WATERLINE | |||||||
| 2860 | REMOVE PIPE 12 INCH PIPE BEING ABANDONED | 01310 | LF | 280.00 | 280.000 | 260.000 | 260.000 | 5.00 | 1,300.00 | |||
| 2870 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 2880 | SAFELOADING 24 INCH PIPE BEING ABANDONED | 02690 | CUYD | 35.00 | 35.000 | 27.900 | 27.900 | 100.00 | 2,790.00 | |||
| 2890 | DUCTILE IRON PLUG 12 INCH MJ | 20330NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2900 | CUT AND PLUG 12 IN | 20708ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 2910 | HYDROSTATIC TEST 12 IN MAIN | 20722ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 2920 | CONNECT TO 12 IN | 20790ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 2930 | EROSION CONTROL PER EPSC ORDINANCE | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 2940 | INSTALL FOSTER ADAPTERS - 12 IN BOLT THRU RESTRAINTS | 22951NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 25.00 | 25.00 | |||
| 2950 | DUCTILE IRON PIPE-12 IN-INSTALL TO BE TR-FLEX | 22954ED | LF | 400.00 | 400.000 | 352.120 | 352.120 | 45.00 | 15,845.40 | |||
| 2960 | SOLID SLEEVE-12 IN-INSTALL | 22955ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 2970 | GATE VALVE-12 IN-INSTALL RESILIENT SEAL | 22956ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 828.00 | 0.00 | |||
| 2980 | BEND 45 DEG-12 IN-INSTALL | 22957ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 515.00 | 3,090.00 | |||
| 2990 | GRIPPER GLAND-12 IN-INSTALL | 22958ND | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 60.00 | 720.00 | |||
| 3000 | STEEL ENCASEMENT PIPE-24 IN-INSTALL | 22959ED | LF | 280.00 | 280.000 | 260.000 | 260.000 | 2.00 | 520.00 | |||
| 3010 | BORE & JACK ENCASEMENT PIPE-INSTALL | 22960ED | LF | 280.00 | 280.000 | 260.000 | 260.000 | 220.00 | 57,200.00 | |||
| 3020 | CASING SPACERS-INSTALL | 22961ND | EACH | 350.00 | 350.000 | 352.000 | 352.000 | 30.00 | 10,560.00 | |||
| 3030 | CASING END SEALS-INSTALL | 22962ND | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| 3040 | POLYWRAP-INSTALL | 22963ED | LF | 1,000.00 | 1,000.000 | 809.740 | 809.740 | 1.00 | 809.74 | |||
| 3050 | POLYTAPE-INSTALL | 22964ND | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 0.10 | 0.80 | |||
| 3060 | KEYTUBE-7 IN-INSTALL APPROX 5 LIN.FT. | 22965ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 3070 | ROUNDTOP AND LID #2-INSTALL | 22966ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8011 | BEND 22.50 DEG 12 IN | 03548 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 666.75 | 666.75 | |||
| 8012 | CASING END SEALS-INSTALL | 22962ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 449.00 | 898.00 | |||
| 8014 | EW~ RELOCATE 8 IN WATER MAIN & BLOW OFF ASSEMBLY | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,900.00 | 13,900.00 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0013 LIGHTING | |||||||
| 3080 | POLE BASE | 04740 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 770.00 | 9,240.00 | |||
| 3090 | FUSED CONNECTOR KIT | 04780 | EACH | 26.00 | 26.000 | 24.000 | 24.000 | 101.00 | 2,424.00 | |||
| 3100 | CONDUIT-1 1/4 IN | 04793 | LF | 2,030.00 | 2,030.000 | 2,067.000 | 2,067.000 | 6.51 | 13,456.17 | |||
| 3110 | CONDUIT-2 IN | 04795 | LF | 70.00 | 70.000 | 45.000 | 45.000 | 8.73 | 392.85 | |||
| 3120 | JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 405.00 | 2,025.00 | |||
| 3130 | TRENCHING AND BACKFILLING | 04820 | LF | 2,000.00 | 2,000.000 | 2,050.000 | 2,050.000 | 2.95 | 6,047.50 | |||
| 3140 | WIRE-NO. 12 | 04832 | LF | 1,250.00 | 1,250.000 | 500.000 | 500.000 | 0.33 | 165.00 | |||
| 3150 | WIRE-NO. 6 | 04834 | LF | 4,400.00 | 4,400.000 | 2,500.000 | 2,500.000 | 0.95 | 2,375.00 | |||
| 3160 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 3170 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 346.00 | 3,114.00 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0014 TRAINEES | |||||||
| 3180 | TRAINEE PAYMENT REIMBURSEMENT 1 IRON WORKER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 809.000 | 809.000 | 1.00 | 809.00 | |||
| 3190 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 927.500 | 927.500 | 1.00 | 927.50 | |||
| Project | DE05600640904 | Fed/State Project Number | IM-NH 64-2 (165) | Category | 0015 NON PARTICIPATING FHWA | |||||||
| 8006 | COST PLUS WORK UTILITY CONFLICT KY 1531 NON PART. | 10080NSD | DOLL | 0.00 | 75,818.740 | 75,818.740 | 75,818.740 | 1.00 | 75,818.74 | |||
| SUBTOT | $325,215.60 |
$35,052,019.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2310-1-0I |
I BEAM, TYPE 3 | LF |
2,040.50 | 0005 | $131.480000 | $268,268.20 | ||||||
2730-2-0I |
I BEAM, TYPE 7 | LF |
2,983.20 | 0005 | $183.850000 | $548,450.58 | ||||||
2730-1-0I |
I BEAM, TYPE 7 | LF |
635.80 | 0005 | $183.850000 | $116,889.54 | ||||||
2000-1-0I |
I BEAM TYP 5 | LF |
3,475.10 | 0007 | $173.760000 | $603,816.69 | ||||||
2160-1-0I |
I BEAM, TYPE 7 | LF |
1,546.00 | 0007 | $184.920000 | $285,881.68 | ||||||
2490-1-0I |
I BEAM, TYPE 3 | LF |
2,525.30 | 0007 | $131.610000 | $332,353.73 | ||||||
2000-2-0I |
I BEAM TYP 5 | LF |
487.70 | 0010 | $173.760000 | $84,740.42 | ||||||
0690-1-0I |
FENCE, WOVEN | LF |
42,764.00 | 0020 | $1.982890 | $80,556.69 | ||||||
0790-1-0I |
G/R End Treatment Type 4A | EACH |
5.00 | 0027 | $1182.500000 | $5,616.88 | ||||||
1380-1-0I |
Guardrail and Accessories | LF |
26,750.00 | 0027 | $9.571280 | $243,230.40 | ||||||
2730-2-0A |
I BEAM, TYPE 7 | LF |
1,319.69 | 0006 | $183.850000 | $-242,620.72 | ||||||
2730-1-0A |
I BEAM, TYPE 7 | LF |
635.80 | 0006 | $183.850000 | $-116,889.54 | ||||||
2490-1-0A |
I BEAM, TYPE 3 | LF |
899.77 | 0007 | $131.610000 | $-118,418.83 | ||||||
2000-1-0A |
I BEAM TYP 5 | LF |
929.76 | 0009 | $173.760000 | $-161,551.50 | ||||||
2310-1-0A |
I BEAM, TYPE 3 | LF |
745.60 | 0009 | $131.480000 | $-98,026.36 | ||||||
2160-1-0A |
I BEAM, TYPE 7 | LF |
1,468.70 | 0010 | $184.920000 | $-271,587.60 | ||||||
2000-2-0A |
I BEAM TYP 5 | LF |
487.70 | 0014 | $173.760000 | $-84,740.42 | ||||||
2000-1-0A |
I BEAM TYP 5 | LF |
518.55 | 0014 | $173.760000 | $-90,102.06 | ||||||
2310-1-0A |
I BEAM, TYPE 3 | LF |
172.56 | 0022 | $131.480000 | $-22,687.76 | ||||||
2490-1-0A |
I BEAM, TYPE 3 | LF |
577.12 | 0022 | $131.610000 | $-75,955.19 | ||||||
2000-1-0A |
I BEAM TYP 5 | LF |
1,158.81 | 0023 | $173.760000 | $-201,349.26 | ||||||
2310-1-0A |
I BEAM, TYPE 3 | LF |
596.52 | 0023 | $131.480000 | $-78,426.08 | ||||||
2730-2-0A |
I BEAM, TYPE 7 | LF |
1,055.77 | 0023 | $183.850000 | $-194,100.07 | ||||||
0690-1-0A |
FENCE, WOVEN | LF |
2,678.05 | 0025 | $1.982890 | $-5,044.78 | ||||||
0690-1-0A |
FENCE, WOVEN | LF |
12,987.45 | 0027 | $1.982890 | $-24,465.11 | ||||||
0790-1-0A |
G/R End Treatment Type 4A | EACH |
3.00 | 0027 | $1182.500000 | $-3,370.13 | ||||||
1380-1-0A |
Guardrail and Accessories | LF |
10,887.50 | 0027 | $9.571280 | $-98,997.05 | ||||||
0690-1-0A |
FENCE, WOVEN | LF |
804.65 | 0028 | $1.982890 | $-1,515.76 | ||||||
0790-1-0A |
G/R End Treatment Type 4A | EACH |
2.00 | 0028 | $1182.500000 | $-2,246.75 | ||||||
1380-1-0A |
Guardrail and Accessories | LF |
10,387.50 | 0028 | $9.571280 | $-94,450.68 | ||||||
0690-1-0A |
FENCE, WOVEN | LF |
1,964.60 | 0031 | $1.982890 | $-3,700.82 | ||||||
2000-1-0A |
I BEAM TYP 5 | LF |
867.96 | 0032 | $173.760000 | $-150,814.13 | ||||||
2490-1-0A |
I BEAM, TYPE 3 | LF |
749.69 | 0032 | $131.610000 | $-98,666.73 | ||||||
2730-2-0A |
I BEAM, TYPE 7 | LF |
607.73 | 0032 | $183.850000 | $-111,729.89 | ||||||
0690-1-0A |
FENCE, WOVEN | LF |
5,330.45 | 0034 | $1.982890 | $-10,041.24 | ||||||
0690-1-0A |
FENCE, WOVEN | LF |
12,328.15 | 0035 | $1.982890 | $-23,223.15 | ||||||
2310-1-0A |
I BEAM, TYPE 3 | LF |
423.91 | 0035 | $131.480000 | $-55,733.33 | ||||||
2490-1-0A |
I BEAM, TYPE 3 | LF |
172.56 | 0035 | $131.610000 | $-22,711.54 | ||||||
1380-1-0A |
Guardrail and Accessories | LF |
5,475.00 | 0036 | $9.571280 | $-49,782.67 | ||||||
0690-1-0A |
FENCE, WOVEN | LF |
3,301.25 | 0039 | $1.982890 | $-6,218.73 | ||||||
0690-10C |
FENCE, WOVEN | LF |
0.00 | 0044 | $1.883750 | $-6,347.10 | ||||||
2160-10C |
I BEAM, TYPE 7 | LF |
0.00 | 0047 | $184.916999 | $-14,294.08 | ||||||
2310-10C |
I BEAM, TYPE 3 | LF |
0.00 | 0047 | $131.471796 | $-13,394.67 | ||||||
2490-10C |
I BEAM, TYPE 3 | LF |
0.00 | 0055 | $131.609603 | $-16,601.44 | ||||||
| SUBTOT | $-0.36 |
|||||||||||