Report_Id:ESTIMATE FINAL updated 6-26-09

Date:05/28/2014

COMMONWEALTH OF KENTUCKY

TRANSPORTATION CABINET

Contract ID 091104 Estimate Number 0066 Estimate Type  FINAL
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 02/21/2014  TO  05/05/2014
Date Approved 05/28/2014
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

$35,226,705.12

$35,052,019.88

$174,685.24

Percent Complete

99.73

Stockpiled Materials

$-0.36

$-0.36

$0.00

Funds Available

$96,065.50

 Gross Earnings

$35,226,704.76

$35,052,019.52

$174,685.24

Total Change Orders

$1,049,770.26

 Other Adjustments

$0.00

$0.00

$0.00

TOTAL

$35,226,704.76

$35,052,019.52

$174,685.24

Contract Id 091104

Change Order Summary

 County JEFFERSON
Estimate Nbr 0066 Project Number IM-NH 64-2 (165)
Contractor GOHMANN ASPHALT AND CONSTRUCTION INC Period 02/21/2014  TO  05/05/2014
 
 
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
011 Lot Pay Adjustment Override Approved 04/04/2014 $0.00 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 No

TRANSPORTATION CABINET

Primary Project Number DE05600640904
Estimate Nbr 0066 Period 02/21/2014  TO  05/05/2014
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 68,469.070 68,469.070 14.25 975,684.24
0020 DRAINAGE BLANKET-TYPE II-ASPH 00018 TON 65,136.00 70,037.080 200.000 70,037.080 70,237.080 30.00 6,000.00 2,107,112.40
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 20,825.340 20,825.340 46.00 957,965.64
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 9,039.190 9,039.190 48.00 433,881.12
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 10,559.150 441,469.120 452,028.270 1.00 10,559.15 452,028.27
1280 ASPHALT ADJUSTMENT 10030NS DOLL 469,108.00 469,108.000 15,557.490 222,716.100 238,273.590 1.00 15,557.49 238,273.59
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 4,646.530 4,646.530 12.00 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 1.000 1,325.00 1,325.00
8047 METAL END SECTION TY 3-15 INCH 01390 EACH 0.00 1.000 1.000 1.000 685.00 685.00
8048 CULVERT PIPE-18 INCH 00462 LF 0.00 70.000 70.000 70.000 16.85 1,179.78
8050 COST PLUS WORK FRENCH DRAIN 10080NSD DOLL 0.00 1.000 1.000 1.000 7,140.00 7,140.00
8051 LOT PAY ADJUSTMENT 10000NS DOLL 0.00 0.001 -66,147.796 0.000 -66,147.796 1.00 -66,147.79 -66,147.79
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 0.250 0.750 1.000 475,000.00 118,750.00 475,000.00
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 77.700 608.000 685.700 40.00 3,108.00 27,428.00
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 1,899.000 795.370 910.670 1,706.040 40.00 31,814.80 68,241.60
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 326.00 326.000 100.670 892.030 992.700 40.00 4,026.80 39,708.00
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 1,275.420 677.880 1,953.300 40.00 51,016.80 78,132.00
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

$174,685.24

$35,226,704.92
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