Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:12/02/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 081022 | Estimate Number | 0065 | Estimate Type FINAL | |||
District Office | LOUISVILLE (05340) Bailey, Kevin J. | ||||||
Contractor | HALL CONTRACTING OF KENTUCKY INC | ADDR SN 0 VC Code VC0000113967 | |||||
3800 CRITTENDEN DR | |||||||
LOUISVILLE , KY , 40209-1124 | |||||||
Pay Period | 06/06/2012 TO 08/30/2013 | ||||||
Date Approved | 12/02/2013 | ||||||
Primary Proj Number | DE05602640801 | ||||||
Project No. | NH 264-1(160), IM 264-1(161), STPM 8707 (024) | ||||||
Primary County | JEFFERSON | ||||||
Name of Road | WATTERSON EXPWY (I-264).-WESTPORT ROAD (KY 1447) | ||||||
Description | WATTERSON EXPWY.-WESTPORT ROAD I-CHANGE AND WESTPORT ROAD TO HUBBARDS LANE WITH AUX. LANE ON I-264 EB AT US 42 | ||||||
Date Let | 08/29/2008 | Formal Acceptance | 07/15/2011 | ||||
Date Awarded | 09/05/2008 | Date Work Began | 09/29/2008 | ||||
Date Contract Executed | 09/19/2008 | Open To Traffic | 07/15/2011 | ||||
Date NTP Issued | 09/19/2008 | Actual Completion Date | 07/15/2011 | ||||
Current Contract Amount | $51,903,913.65 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $46,366,164.00 |
Total Earnings | $50,004,042.71 |
$49,943,473.64 |
$60,569.07 |
|
Percent Complete | 96.30 |
Stockpiled Materials | $0.00 |
$16,361.39 |
$-16,361.39 |
|
Funds Available | $1,920,841.23 |
Gross Earnings | $50,004,042.71 |
$49,959,835.03 |
$44,207.68 |
|
Total Change Orders | $5,537,749.65 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $49,983,072.42 |
$49,938,864.74 |
$44,207.68 |
|||
Contract Id | 081022 | Change Order Summary |
County | JEFFERSON | ||||||
Estimate Nbr | 0065 | Project Number | NH 264-1(160), IM 264-1(161), STPM 8707 (024) | |||||||
Contractor | HALL CONTRACTING OF KENTUCKY INC | Period | 06/06/2012 TO 08/30/2013 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Environmental, Unsuitable Material, and Phasing | Approved | 02/18/2009 | $775,964.72 | 7.0 | |||||
002 | Value Engineering Proposal, Drainage and Utility Conflicts | Approved | 05/13/2009 | $18,325.18 | 0.0 | |||||
003 | Acceleration and Utility Issues | Approved | 07/14/2009 | $799,788.81 | 0.0 | |||||
004 | Waterline, Signing, 1447 Undercut | Approved | 10/19/2009 | $1,080,224.37 | 0.0 | |||||
005 | Culvert Pipe Modifications | Approved | 03/04/2010 | $82,001.00 | 0.0 | |||||
006 | Liquidated Damages Override | Approved | 01/19/2010 | $0.00 | 0.0 | |||||
007 | Drainage Structures, Ditch Clearing, Claim Settlement, etc. | Approved | 09/08/2010 | $269,128.25 | 0.0 | |||||
008 | Various Cost Plus and Items to complete contract. | Approved | 06/08/2011 | $112,317.32 | 440.0 | |||||
009 | Administrative Settlement | Approved | 05/31/2012 | $2,400,000.00 | 0.0 | |||||
010 | Non Spec Material Override | Approved | 06/21/2013 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
Contract Adjustments |
|
|
Adjustment Description | Est No |
Adjustment Amount |
LIQUIDATED DAMAGES | 0031 |
$-110,000.00 |
LIQUIDATED DAMAGES | 0032 |
$-130,000.00 |
LIQUIDATED DAMAGES | 0033 |
$-80,000.00 |
LIQUIDATED DAMAGES | 0034 |
$320,000.00 |
Line Item Adjustments History | |||||||||
PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
DE05602640801 | 2380 | DEMOBILIZATION | OTHER | 0020 | 0.00 |
$0.00 |
$-29,479.32 |
||
DE05602640822 | 0790 | FUEL ADJUSTMENT | OTHER | 0020 | 0.00 |
$0.00 |
$26,657.26 |
||
DE05602640822 | 0800 | ASPHALT ADJUSTMENT | OTHER | 0020 | 0.00 |
$0.00 |
$2,822.06 |
||
DE05614470822 | 0030 | CL3 ASPH BASE 1.00D PG64-22 | NON-SPEC MATERIAL DEDUCTION | 0023 | -345.19 |
$60.75 |
$-20,970.29 |
||
DE05602640801 | 2380 | DEMOBILIZATION | OTHER | 0064 | 0.00 |
$0.00 |
$-3,834.60 |
||
DE05602640822 | 0800 | ASPHALT ADJUSTMENT | OTHER | 0064 | 0.00 |
$0.00 |
$3,834.60 |
Contract Id | 081022 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05602640801 | |||||||
Estimate Nbr | 0065 | Period | 06/06/2012 TO 08/30/2013 | |||||||
Contractor | HALL CONTRACTING OF KENTUCKY INC | |||||||||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | 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 ALT 1- ASPH | 00001 | TON | 28,183.00 | 28,183.000 | -58.090 | 31,556.030 | 31,497.940 | 15.00 | -871.35 | 472,469.10 | |
0030 | DRAINAGE BLANKET-TYPE II-ASPH ALT 1- ASPH | 00018 | TON | 19,437.00 | 19,437.000 | -959.190 | 22,897.850 | 21,938.660 | 49.25 | -47,240.10 | 1,080,479.00 | |
0050 | JPC PAVEMENT DRAINAGE BLANKET ALT 1- ASPH | 00022 | TON | 240.00 | 240.000 | 236.920 | 236.920 | 20.00 | 4,738.40 | |||
0070 | ASPHALT SEAL AGGREGATE ALT 1- ASPH | 00100 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0090 | CL3 ASPH BASE 1.50D PG64-22 ALT 1- ASPH | 00205 | TON | 26,745.00 | 26,745.000 | 19,381.050 | 19,381.050 | 57.75 | 1,119,255.63 | |||
0110 | CL4 ASPH BASE 1.50D PG64-22 ALT 1- ASPH | 00208 | TON | 45,554.00 | 45,554.000 | 47,498.660 | 47,498.660 | 57.75 | 2,743,047.61 | |||
0150 | CL3 ASPH BASE 1.00D PG64-22 ALT 1- ASPH | 00214 | TON | 4,085.00 | 4,085.000 | 811.700 | 3,410.090 | 4,221.790 | 60.75 | 49,310.77 | 256,473.74 | |
0190 | EMULSIFIED ASPHALT RS-2 ALT 1- ASPH | 00291 | TON | 0.72 | 0.720 | 20.260 | 20.260 | 900.00 | 18,234.00 | |||
0230 | CL3 ASPH SURF 0.38D PG64-22 ALT 1- ASPH | 00339 | TON | 1,333.00 | 1,333.000 | -114.180 | 1,289.070 | 1,174.890 | 76.25 | -8,706.22 | 89,585.36 | |
0240 | CL4 ASPH SURF 0.38A PG64-22 ALT 1- ASPH | 23128ES403 | TON | 4,038.00 | 4,038.000 | 4,954.610 | 4,954.610 | 76.25 | 377,789.01 | |||
0260 | ASPHALT CURING SEAL ALT 1- ASPH | 00358 | TON | 64.00 | 64.000 | 6.000 | 6.000 | 550.00 | 3,300.00 | |||
0280 | STORM SEWER PIPE-15 IN | 00521 | LF | 106.00 | 106.000 | 230.500 | 230.500 | 40.00 | 9,220.00 | |||
0290 | STORM SEWER PIPE-18 IN | 00522 | LF | 7,064.00 | 6,364.000 | 4,710.980 | 4,710.980 | 48.00 | 226,127.04 | |||
0300 | STORM SEWER PIPE-24 IN | 00524 | LF | 538.00 | 538.000 | 555.400 | 555.400 | 70.00 | 38,878.00 | |||
0310 | STORM SEWER PIPE-36 IN | 00528 | LF | 559.00 | 559.000 | 407.000 | 407.000 | 90.00 | 36,630.00 | |||
0320 | STORM SEWER PIPE-18 IN EQUIV | 00552 | LF | 94.00 | 94.000 | 243.800 | 243.800 | 55.00 | 13,409.00 | |||
0330 | STORM SEWER PIPE-36 IN EQUIV | 00558 | LF | 251.00 | 251.000 | 499.000 | 499.000 | 80.00 | 39,920.00 | |||
0340 | PERFORATED PIPE-4 IN | 01000 | LF | 10,176.00 | 10,176.000 | 8,815.000 | 8,815.000 | 4.40 | 38,786.00 | |||
0350 | PERFORATED PIPE-6 IN | 01001 | LF | 3,491.00 | 3,491.000 | 1,308.000 | 1,308.000 | 5.50 | 7,194.00 | |||
0360 | REMOVE PIPE | 01310 | LF | 3,391.00 | 3,391.000 | 274.000 | 274.000 | 10.00 | 2,740.00 | |||
0370 | PLUG PIPE | 01314 | EACH | 7.00 | 7.000 | 30.000 | 30.000 | 250.00 | 7,500.00 | |||
0380 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,015.00 | 1,015.00 | |||
0390 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,825.00 | 1,825.00 | |||
0400 | CURB BOX INLET TYPE A | 01456 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 2,500.00 | 32,500.00 | |||
0410 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
0420 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,800.00 | 8,400.00 | |||
0430 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
0440 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
0450 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
0460 | DROP BOX INLET TYPE 13G | 01559 | EACH | 34.00 | 34.000 | 32.000 | 32.000 | 1,600.00 | 51,200.00 | |||
0470 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
0480 | JUNCTION BOX-24 IN | 01643 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
0490 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
0500 | JUNCTION BOX TYPE A-34 (48 IN X 60 IN) | 01650 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
0510 | REMOVE CATCH BASIN | 01706 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
0520 | FILL AND CAP CATCH BASIN | 01710 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
0530 | SAFETY BOX INLET-24 IN SDB-1 | 01727 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
0540 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 117.00 | 117.000 | 14.000 | 14.000 | 60.00 | 840.00 | |||
0550 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 13.00 | 13.000 | 20.000 | 20.000 | 70.00 | 1,400.00 | |||
0560 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 5.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
0570 | MANHOLE TYPE B | 01761 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
0580 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
0590 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
0600 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 3,699.00 | 3,699.000 | 3,699.000 | 3,699.000 | 15.25 | 56,409.75 | |||
0610 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 672.00 | 672.000 | 672.000 | 672.000 | 85.00 | 57,120.00 | |||
0620 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 217.00 | 217.000 | 483.000 | 483.000 | 6.00 | 2,898.00 | |||
0630 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 409.00 | 409.000 | 958.000 | 958.000 | 6.00 | 5,748.00 | |||
0640 | CONCRETE BARRIER WALL MOD | 02000 | LF | 2,787.00 | 2,787.000 | 2,787.005 | 2,787.005 | 80.00 | 222,960.40 | |||
0650 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 6,576.00 | 6,576.000 | 6,660.000 | 6,660.000 | 2.50 | 16,650.00 | |||
0660 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 9.000 | 9.000 | 200.00 | 1,800.00 | |||
0670 | JPC PAVEMENT-11 IN ALT 1- ASPH | 02071 | SQYD | 722.00 | 722.000 | 722.000 | 722.000 | 80.00 | 57,760.00 | |||
0690 | JPC PAVEMENT-11 IN SHLD ALT 1- ASPH | 02072 | SQYD | 473.00 | 473.000 | 577.390 | 577.390 | 80.00 | 46,191.20 | |||
0730 | TEMP DITCH | 02159 | LF | 3,822.00 | 3,822.000 | 400.000 | 400.000 | 1.00 | 400.00 | |||
0740 | EXCAVATION | 21554EN | CUYD | 68,473.00 | 71,473.000 | 80,277.940 | 80,277.940 | 9.00 | 722,501.46 | |||
0750 | GRANULAR EMBANKMENT | 02223 | CUYD | 9,928.00 | 9,928.000 | 3,992.870 | 3,992.870 | 24.00 | 95,828.88 | |||
0760 | EMBANKMENT | 21553EN | CUYD | 45,208.00 | 45,208.000 | 45,208.000 | 45,208.000 | 4.10 | 185,352.80 | |||
0770 | WATER | 02242 | MGAL | 250.00 | 250.000 | 0.050 | 0.050 | 0.01 | 0.00 | |||
0780 | FENCE-TEMP | 02259 | LF | 2,260.00 | 2,449.000 | 189.000 | 189.000 | 6.00 | 1,134.00 | |||
0790 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 2,260.00 | 2,260.000 | 1,933.330 | 8,350.000 | 10,283.330 | 6.30 | 12,179.97 | 64,784.97 | |
0800 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
0810 | REMOVE GUARDRAIL | 02381 | LF | 2,195.00 | 2,195.000 | 5,254.500 | 5,254.500 | 2.00 | 10,509.00 | |||
0820 | TEMP GUARDRAIL | 02397 | LF | 5,340.00 | 5,340.000 | 5,000.000 | 5,000.000 | 12.00 | 60,000.00 | |||
0830 | CHANNEL LINING CLASS II | 02483 | TON | 62.00 | 62.000 | 42.510 | 42.510 | 30.00 | 1,275.30 | |||
0840 | CHANNEL LINING CLASS III | 02484 | TON | 101.00 | 101.000 | 151.520 | 151.520 | 35.00 | 5,303.20 | |||
0850 | CLEARING AND GRUBBING 14.84 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 220,000.00 | 220,000.00 | |||
0860 | SIGNS | 02562 | SQFT | 1,040.00 | 1,040.000 | 831.250 | 831.250 | 7.00 | 5,818.75 | |||
0870 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 10,000.00 | 2,500.00 | 10,000.00 | |
0880 | EDGE KEY | 02585 | LF | 114.00 | 114.000 | 145.000 | 145.000 | 50.00 | 7,250.00 | |||
0890 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | EACH | 203.00 | 203.000 | 396.000 | 396.000 | 10.00 | 3,960.00 | |||
0900 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 28,088.00 | 28,088.000 | 1,881.670 | 1,881.670 | 2.00 | 3,763.34 | |||
0910 | REMOVE HEADWALL | 02625 | EACH | 13.00 | 13.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
0920 | MAINTAIN & CONTROL TRAFFIC WATTERSON | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 160,000.00 | 160,000.00 | |||
0930 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 720,000.00 | 720,000.00 | |||
0940 | LANE CLOSURE | 02653 | EACH | 2.00 | 3.000 | 21.000 | 21.000 | 2,500.00 | 52,500.00 | |||
0950 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 12,000.00 | 48,000.00 | |||
0960 | SAFELOADING | 02690 | CUYD | 695.00 | 695.000 | 7.000 | 7.000 | 0.01 | 0.07 | |||
0970 | TEMP SILT FENCE | 02701 | LF | 3,822.00 | 3,822.000 | 723.000 | 723.000 | 2.00 | 1,446.00 | |||
0980 | SAND FOR BLOTTER ALT 1- ASPH | 02702 | TON | 197.00 | 197.000 | 5.000 | 5.000 | 20.00 | 100.00 | |||
1000 | SILT TRAP TYPE A | 02703 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
1010 | SILT TRAP TYPE B | 02704 | EACH | 40.00 | 40.000 | 60.000 | 60.000 | 300.00 | 18,000.00 | |||
1020 | SILT TRAP TYPE C | 02705 | EACH | 40.00 | 40.000 | 32.000 | 32.000 | 80.00 | 2,560.00 | |||
1030 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 120.00 | 120.000 | 1.000 | 1.000 | 10.00 | 10.00 | |||
1040 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 120.00 | 120.000 | 18.000 | 18.000 | 10.00 | 180.00 | |||
1050 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 120.00 | 120.000 | 4.000 | 4.000 | 10.00 | 40.00 | |||
1060 | CLEAN TEMP SILT FENCE | 02709 | LF | 3,822.00 | 3,822.000 | 250.000 | 250.000 | 0.20 | 50.00 | |||
1070 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 901.00 | 901.000 | 775.420 | 775.420 | 33.50 | 25,976.57 | |||
1080 | STAKING WATTERSON | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 180,000.00 | 180,000.00 | |||
1090 | REMOVE STRUCTURE INCLUDES TEMP MOT BRIDGE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
1100 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 10.000 | 10.000 | 2,000.00 | 20,000.00 | |||
1110 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
1120 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 13,483.00 | 13,483.000 | 12,430.000 | 12,430.000 | 28.00 | 348,040.00 | |||
1130 | SIDEWALK RAMP TYPE 3 | 03289 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 1,500.00 | 24,000.00 | |||
1140 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 22.00 | 22.000 | 26.000 | 26.000 | 1,800.00 | 46,800.00 | |||
1150 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,773.00 | 9,773.000 | 18,952.440 | 18,952.440 | 1.34 | 25,396.26 | |||
1160 | TEMP MULCH | 05952 | SQYD | 195,004.00 | 195,004.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
1170 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 195,004.00 | 195,004.000 | 99,802.870 | 99,802.870 | 0.16 | 15,968.45 | |||
1180 | TOPDRESSING FERTILIZER | 05966 | TON | 10.00 | 10.000 | 10.000 | 10.000 | 1,200.00 | 12,000.00 | |||
1190 | SEEDING AND PROTECTION | 05985 | SQYD | 406,125.00 | 406,125.000 | 41,032.000 | 41,032.000 | 0.28 | 11,488.96 | |||
1200 | SODDING | 05990 | SQYD | 5,345.00 | 6,345.000 | 5,345.000 | 5,345.000 | 4.00 | 21,380.00 | |||
1210 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 45,576.00 | 45,576.000 | 77,915.000 | 77,915.000 | 0.22 | 17,141.30 | |||
1220 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 13,452.00 | 13,452.000 | 5,001.000 | 5,001.000 | 0.18 | 900.18 | |||
1230 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 57,959.00 | 57,959.000 | 58,448.000 | 58,448.000 | 0.24 | 14,027.52 | |||
1240 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 5,569.00 | 5,569.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
1250 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 251.00 | 251.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
1260 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 540.00 | 540.000 | 464.000 | 464.000 | 2.95 | 1,368.80 | |||
1270 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 246.00 | 246.000 | 318.000 | 318.000 | 9.75 | 3,100.50 | |||
1280 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 761.00 | 761.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
1290 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 110.00 | 3,520.00 | |||
1300 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 24.00 | 24.000 | 15.000 | 15.000 | 110.00 | 1,650.00 | |||
1310 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 61.00 | 61.000 | 61.000 | 61.000 | 25.00 | 1,525.00 | |||
1320 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 16.00 | 16.000 | 302.000 | 302.000 | 25.00 | 7,550.00 | |||
1330 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 37.00 | 37.000 | 282.000 | 282.000 | 25.00 | 7,050.00 | |||
1340 | CONCRETE-CLASS A | 08100 | CUYD | 20.00 | 24.100 | 46.100 | 46.100 | 1,200.00 | 55,320.00 | |||
1350 | STEEL REINFORCEMENT | 08150 | LB | 379.00 | 676.000 | 948.000 | 948.000 | 1.00 | 948.00 | |||
1360 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 6,100.00 | 12,200.00 | |||
1370 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 25,000.00 | 100,000.00 | |||
1380 | LOT PAY ADJUSTMENT ALT 1- ASPH | 10000NS | DOLL | 171,556.00 | 171,556.000 | -23,625.670 | -12,827.850 | -36,453.520 | 1.00 | -23,625.67 | -36,453.52 | |
1400 | FUEL ADJUSTMENT ALT 1- ASPH | 10020NS | DOLL | 92,287.00 | 92,287.000 | -335,685.060 | -116,933.090 | -452,618.150 | 1.00 | -335,685.06 | -452,618.15 | |
1420 | ASPHALT ADJUSTMENT ALT 1- ASPH | 10030NS | DOLL | 154,400.00 | 154,400.000 | -350,868.120 | -343,220.610 | -694,088.730 | 1.00 | -350,868.12 | -694,088.73 | |
1440 | CURB BOX INLET TY W | 20087EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 7,000.00 | 35,000.00 | |||
1450 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 16,308.00 | 16,308.000 | 17,853.040 | 17,853.040 | 0.50 | 8,926.52 | |||
1460 | PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL | 20394ES835 | LF | 4,100.00 | 4,100.000 | 6,798.000 | 6,798.000 | 4.00 | 27,192.00 | |||
1470 | LAW ENFORCMENT OFFICER | 20411ED | HOUR | 40.00 | 40.000 | 35.500 | 35.500 | 40.00 | 1,420.00 | |||
1480 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
1490 | REMOVE BRIDGE END CONNECTOR | 20521NS719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
1500 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 3,000.00 | 114,000.00 | |||
1510 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
1520 | REMOVE BARRIER | 20591EC | LF | 451.00 | 451.000 | 450.000 | 450.000 | 15.00 | 6,750.00 | |||
1530 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 285.00 | 9,120.00 | |||
1540 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 5,080.00 | 5,080.000 | 5,080.000 | 5,080.000 | 5.50 | 27,940.00 | |||
1550 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,270.00 | 1,270.000 | 1,262.000 | 1,262.000 | 5.00 | 6,310.00 | |||
1560 | SNOW FENCE | 21476ED | LF | 275.00 | 275.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1570 | STAMPED ASPHALT | 22075EN | SQYD | 1,788.00 | 588.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1580 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 39.00 | 39.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
1590 | CL3 ASPH SURF 0.38A PG64-22 ALT 1- ASPH | 22906ES403 | TON | 4,023.00 | 4,023.000 | 4,463.860 | 4,463.860 | 76.25 | 340,369.32 | |||
1610 | TEMP MEDIAN CROSSOVER #1 | 23039ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
1620 | TEMP MEDIAN CROSSOVER #3 | 23040ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
1630 | TEMP MEDIAN CROSSOVER #4 | 23041ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
1640 | CONC MED BARRIER INLET TY 14A2-50 | 23042NS710 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
1650 | CONC MED BARRIER INLET TY 14B2-50 | 23043NS710 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 5,000.00 | 80,000.00 | |||
1670 | SAFETY BOX INLET-36 IN SDB-1 | 23044NS710 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
1680 | CONCRETE MEDIAN BARRIER TY 14B(50) ALT 1- ASPH | 23045ES508 | LF | 3,853.00 | 3,853.000 | 3,853.000 | 3,853.000 | 63.00 | 242,739.00 | |||
1681 | PAVEMENT ADJUSTMENT ALT 1 - ASPH | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
5000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 4,306.00 | 4,306.000 | 4,180.000 | 4,180.000 | 3.00 | 12,540.00 | |||
8001 | TEMPORARY PIPE | 20166ES810 | LF | 0.00 | 80.000 | 80.000 | 80.000 | 52.67 | 4,213.60 | |||
8004 | GRANULAR EMBANKMENT ~ UNDERCUT | 20072ES805 | TON | 0.00 | 4,000.000 | 19,667.060 | 19,667.060 | 20.00 | 393,341.20 | |||
8005 | FABRIC-GEOTEXTILE TYPE IV ~ UNDERCUT | 02599 | SQYD | 0.00 | 1,500.000 | 40,252.470 | 40,252.470 | 1.70 | 68,429.19 | |||
8011 | BORE & JACK PIPE ~18 IN STORM SEWER | 20211ES706 | LF | 0.00 | 260.000 | 260.000 | 260.000 | 315.00 | 81,900.00 | |||
8024 | ACCELERATION COST FOR 11-15-09 COMPLETION | 10075NX | DOLL | 0.00 | 560,000.000 | 560,000.000 | 560,000.000 | 1.00 | 560,000.00 | |||
8037 | LIME ~ KILN DUST | 00014 | TON | 0.00 | 950.000 | 1,103.320 | 1,103.320 | 75.00 | 82,749.00 | |||
8038 | LIME STABILIZED ROADBED ~ KILN DUST TREATMENT | 00013 | SQYD | 0.00 | 29,350.000 | 33,525.000 | 33,525.000 | 4.00 | 134,100.00 | |||
8039 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
8040 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 0.00 | 1,330.000 | 18,545.000 | 18,545.000 | 1.45 | 26,890.25 | |||
8041 | EW~ Expansion Material | 10093EX | LF | 0.00 | 2,800.000 | 2,800.000 | 2,800.000 | 6.19 | 17,332.00 | |||
8047 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 0.00 | 1,030.000 | 2,799.000 | 2,799.000 | 0.85 | 2,379.15 | |||
8051 | COST PLUS WORK POTHOLE PATCHING I-264 | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 17,185.32 | 17,185.32 | |||
8055 | MOD BOX Drop Boxes near MSE wall 3 | 20264EC | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 3,402.23 | 27,217.84 | |||
8064 | PLUG-4 IN Existing Weep Holes and Core New Weep Holes | 23195EC | EACH | 0.00 | 32.000 | 32.000 | 32.000 | 176.00 | 5,632.00 | |||
8068 | MANHOLE TYPE A MOD 60" to dual 42" manhole under ramp A. | 01757 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 20,300.00 | 20,300.00 | |||
8069 | STORM SEWER PIPE-42 IN EQUIV 42" pipe to go from modified manhole A to dual 42" headwall | 00559 | LF | 0.00 | 240.000 | 280.000 | 280.000 | 225.00 | 63,000.00 | |||
8070 | REMOVE HEADWALL Removal of 60" headwall | 02625 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
8071 | REMOVE PIPE Removal of 60" pipe and casing | 01310 | LF | 0.00 | 157.000 | 157.000 | 157.000 | 12.00 | 1,884.00 | |||
8074 | MODIFY BOX INLET | 22617NN | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
8084 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -5,000.000 | -320,000.000 | -325,000.000 | 1.00 | -5,000.00 | -325,000.00 | |
8093 | CL3 ASPH BASE 1.00D PG64-22 Island Paving under 264 bridge | 00214 | TON | 0.00 | 600.000 | 306.190 | 306.190 | 65.00 | 19,902.35 | |||
8111 | MODIFY BOX INLET Modify Box D2 and Relocate D3 on Ramp A | 22617NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,902.45 | 1,902.45 | |||
8118 | NON-SPEC MATERIAL Fence Failure | 10070NS | DOLL | 0.00 | 0.001 | -239.360 | 0.000 | -239.360 | 1.00 | -239.36 | -239.36 | |
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0002 BRIDGE | |||||||
1690 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,500.00 | 18,000.00 | |||
1700 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 239.00 | 239.000 | 239.000 | 239.000 | 50.00 | 11,950.00 | |||
1710 | MASONRY COATING | 02998 | SQYD | 4,873.00 | 4,873.000 | 19,718.240 | 19,718.240 | 8.00 | 157,745.92 | |||
1720 | CONDUIT-2 IN | 04795 | LF | 1,677.00 | 1,677.000 | 1,855.000 | 1,855.000 | 3.00 | 5,565.00 | |||
1730 | CONDUIT-3 IN | 04797 | LF | 4,043.00 | 4,043.000 | 5,663.000 | 5,663.000 | 8.00 | 45,304.00 | |||
1740 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 21,213.00 | 21,213.000 | 21,213.000 | 21,213.000 | 8.00 | 169,704.00 | |||
1750 | RETAINING WALL | 08018 | SQFT | 88,613.00 | 88,613.000 | 88,613.000 | 88,613.000 | 35.00 | 3,101,455.00 | |||
1760 | CONCRETE FORM LINER | 21119ED | SQYD | 34,956.00 | 34,956.000 | 34,956.000 | 34,956.000 | 1.00 | 34,956.00 | |||
1770 | RAIL SYSTEM TYPE III 50 INCH MODIFIED | 21532ED | LF | 12,441.90 | 12,441.900 | 13,083.660 | 13,083.660 | 95.00 | 1,242,947.70 | |||
1780 | SOUND BARRIER WALL | 21590EN | SQFT | 105,105.00 | 105,105.000 | 105,105.000 | 105,105.000 | 23.00 | 2,417,415.00 | |||
1790 | MOMENT SLAB | 21680EN | SQYD | 13,133.20 | 13,133.200 | 13,133.200 | 13,133.200 | 124.00 | 1,628,516.80 | |||
8006 | GRANULAR EMBANKMENT ~ FOUNDATION REPLACEMENT | 20072ES805 | TON | 0.00 | 20,111.000 | -1,045.260 | 20,111.000 | 19,065.740 | 21.00 | -21,950.46 | 400,380.54 | |
8008 | STRUCTURE EXCAVATION-COMMON ~ FOUNDATION REPLACEMENT | 08001 | CUYD | 0.00 | 22,821.000 | 22,821.000 | 22,821.000 | 8.00 | 182,568.00 | |||
8117 | NON-SPEC MATERIAL Bridge Paint Failure | 10070NS | DOLL | 0.00 | 0.001 | -741.600 | 0.000 | -741.600 | 1.00 | -741.60 | -741.60 | |
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0003 SIGNING | |||||||
1800 | REFERENCE MARKER | 04903 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
1810 | BARRIER MOUNTING BRACKET | 04904 | EACH | 2.00 | 2.000 | 7.000 | 7.000 | 200.00 | 1,400.00 | |||
1820 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,397.50 | 2,722.500 | 2,706.500 | 2,706.500 | 18.50 | 50,070.25 | |||
1830 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 445.50 | 445.500 | 445.500 | 445.500 | 12.00 | 5,346.00 | |||
1840 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 208.00 | 208.000 | 500.000 | 500.000 | 12.00 | 6,000.00 | |||
1850 | STEEL POST TYPE 2 | 06411 | LF | 1,200.00 | 1,200.000 | 1,200.000 | 1,200.000 | 8.00 | 9,600.00 | |||
1860 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
1870 | OSS GALV STEEL CANTILEVER | 06415 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 22,000.00 | 44,000.00 | |||
1880 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
1890 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
1900 | GMSS GALV STEEL TYPE C | 06441 | LB | 4,796.00 | 4,796.000 | 1,061.500 | 1,061.500 | 8.00 | 8,492.00 | |||
1910 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
1920 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
1930 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
1940 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 18.00 | 18.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
1950 | OSS ALUMINUM 95 FT TRUSS | 06453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
1960 | OSS ALUMINUM 105 FT TRUSS | 06457 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
1970 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 134.48 | 148.000 | 154.750 | 154.750 | 600.00 | 92,850.00 | |||
1980 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 9,470.00 | 10,000.000 | 10,000.000 | 10,000.000 | 2.00 | 20,000.00 | |||
1990 | ROADWAY CROSS SECTION | 20419ND | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 350.00 | 2,100.00 | |||
2000 | BARRIER WALL POST | 20912ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
2010 | REMOVE SIGN | 21373ND | EACH | 13.00 | 13.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0004 SIGNALIZATION | |||||||
2020 | CONDUIT-1 1/4 IN | 04793 | LF | 100.00 | 100.000 | 542.000 | 542.000 | 7.00 | 3,794.00 | |||
2030 | CONDUIT-2 IN | 04795 | LF | 3,353.00 | 3,353.000 | 4,752.000 | 4,752.000 | 7.62 | 36,210.24 | |||
2040 | TRENCHING AND BACKFILLING | 04820 | LF | 1,932.00 | 1,932.000 | 2,409.000 | 2,409.000 | 3.50 | 8,431.50 | |||
2050 | LOOP WIRE | 04830 | LF | 3,921.00 | 3,921.000 | 3,921.000 | 3,921.000 | 0.25 | 980.25 | |||
2060 | CABLE-NO. 14/5C | 04844 | LF | 8,600.00 | 8,600.000 | 9,660.000 | 9,660.000 | 1.25 | 12,075.00 | |||
2070 | CABLE-NO. 14/7C | 04845 | LF | 1,925.00 | 1,925.000 | 1,310.000 | 1,310.000 | 1.25 | 1,637.50 | |||
2080 | CABLE-NO. 14/1 PAIR | 04850 | LF | 11,280.00 | 11,280.000 | 11,662.000 | 11,662.000 | 1.25 | 14,577.50 | |||
2090 | MAST ARM POLE | 04881 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,941.00 | 25,882.00 | |||
2100 | SIGNAL PEDESTAL | 04882 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 574.00 | 4,592.00 | |||
2110 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,553.00 | 1,553.000 | 1,553.000 | 1,553.000 | 11.00 | 17,083.00 | |||
2120 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
2130 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 210.00 | 4,200.00 | |||
2140 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
2150 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 300.00 | 2,400.00 | |||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0005 LIGHTING | |||||||
2160 | POLE 30 FT MTG HT | 04700 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 1,014.00 | 17,238.00 | |||
2170 | POLE 40 FT MTG HT | 04701 | EACH | 47.00 | 47.000 | 47.000 | 47.000 | 1,338.00 | 62,886.00 | |||
2180 | BRACKET 12 FT | 04724 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 200.00 | 2,600.00 | |||
2190 | BRACKET 15 FT | 04725 | EACH | 81.00 | 81.000 | 81.000 | 81.000 | 350.00 | 28,350.00 | |||
2200 | POLE BASE | 04740 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 652.00 | 6,520.00 | |||
2210 | TRANSFORMER BASE | 04750 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 275.00 | 2,750.00 | |||
2220 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
2230 | HPS LUMINAIRE | 04770 | EACH | 85.00 | 85.000 | 85.000 | 85.000 | 300.00 | 25,500.00 | |||
2240 | FUSED CONNECTOR KIT | 04780 | EACH | 153.00 | 153.000 | 178.000 | 178.000 | 68.00 | 12,104.00 | |||
2250 | CONDUIT-1 1/4 IN | 04793 | LF | 1,550.00 | 1,550.000 | 1,854.000 | 1,854.000 | 2.50 | 4,635.00 | |||
2260 | CONDUIT-2 IN | 04795 | LF | 985.00 | 985.000 | 3,236.000 | 3,236.000 | 7.62 | 24,658.32 | |||
2270 | TRENCHING AND BACKFILLING | 04820 | LF | 2,535.00 | 2,535.000 | 2,577.000 | 2,577.000 | 3.50 | 9,019.50 | |||
2280 | WIRE-NO. 12 | 04832 | LF | 11,182.00 | 11,182.000 | 10,580.000 | 10,580.000 | 0.50 | 5,290.00 | |||
2290 | WIRE-NO. 8 | 04833 | LF | 24,486.00 | 24,486.000 | 33,291.000 | 33,291.000 | 1.00 | 33,291.00 | |||
2300 | WIRE-NO. 6 | 04834 | LF | 5,535.00 | 5,535.000 | 7,830.000 | 7,830.000 | 1.25 | 9,787.50 | |||
2310 | WIRE-NO. 4 | 04835 | LF | 10,050.00 | 10,050.000 | 7,388.000 | 7,388.000 | 1.70 | 12,559.60 | |||
2320 | WIRE-NO. 2 | 04836 | LF | 2,730.00 | 2,730.000 | 2,730.000 | 2,730.000 | 2.50 | 6,825.00 | |||
2330 | WIRE-NO. 0 | 04837 | LF | 750.00 | 750.000 | 1,050.000 | 1,050.000 | 4.00 | 4,200.00 | |||
2340 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 18.00 | 18.000 | 17.000 | 17.000 | 500.00 | 8,500.00 | |||
2350 | WALL MOUNTED ENCLOSURE | 23062NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 615.00 | 1,230.00 | |||
2360 | LUMINAIRE W/ SWIRL MOUNT | 23063NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
8107 | COST PLUS WORK Labor / Equip to Complete Lighting for Interchange Opening | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 21,618.40 | 21,618.40 | |||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0006 MOB AND DEMOB | |||||||
2370 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,206,314.07 | 2,206,314.07 | |||
2380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 667,404.57 | 667,404.57 | 667,404.57 | |
9003 | ADMINISTRATIVE SETTLEMENT Case # 11-CI-00484 | 10104NX | DOLL | 0.00 | 2,400,000.000 | 2,400,000.000 | 2,400,000.000 | 1.00 | 2,400,000.00 | |||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0007 BRIDGE | |||||||
2390 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 1.50 | 1.500 | 0.000 | 0.000 | 450.00 | 0.00 | |||
2400 | FOUNDATION PREPARATION DRAWING 26411 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
2410 | CONCRETE-CLASS A | 08100 | CUYD | 17.60 | 17.600 | 17.600 | 17.600 | 450.00 | 7,920.00 | |||
2420 | STEEL REINFORCEMENT | 08150 | LB | 1,418.00 | 1,418.000 | 1,418.000 | 1,418.000 | 1.18 | 1,673.24 | |||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0008 BRIDGE | |||||||
2430 | MASONRY COATING | 02998 | SQYD | 1,336.40 | 1,336.400 | 2,869.200 | 2,869.200 | 8.00 | 22,953.60 | |||
2440 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 255.50 | 255.500 | 255.500 | 255.500 | 70.00 | 17,885.00 | |||
2450 | CONDUIT-3 IN | 04797 | LF | 1,321.80 | 1,321.800 | 1,361.600 | 1,361.600 | 8.00 | 10,892.80 | |||
2460 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 8,206.40 | 1,624.400 | 1,624.400 | 1,624.400 | 8.00 | 12,995.20 | |||
2470 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 682.20 | 0.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
2480 | CONCRETE-CLASS A | 08100 | CUYD | 1,826.20 | 1,018.900 | 1,026.802 | 1,026.802 | 450.00 | 462,060.90 | |||
2490 | CONCRETE-CLASS AA | 08104 | CUYD | 1,717.60 | 1,717.600 | 1,717.600 | 1,717.600 | 530.00 | 910,328.00 | |||
2500 | STEEL REINFORCEMENT | 08150 | LB | 294,647.00 | 222,509.000 | 222,509.000 | 222,509.000 | 1.18 | 262,560.62 | |||
2510 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 594,044.00 | 555,328.000 | 555,328.000 | 555,328.000 | 1.20 | 666,393.60 | |||
2520 | STRUCTURAL STEEL 2,167,187 LBS. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,356,000.00 | 4,356,000.00 | |||
2530 | SHEAR CONNECTORS 14,796 | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
2540 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 255.50 | 255.500 | 255.500 | 255.500 | 150.00 | 38,325.00 | |||
2550 | CONCRETE FORM LINER | 21119ED | SQYD | 749.50 | 749.500 | 749.500 | 749.500 | 1.00 | 749.50 | |||
2560 | RAIL SYSTEM TYPE III 50 INCH MODIFIED | 21532ED | LF | 1,422.20 | 1,422.200 | 1,422.200 | 1,422.200 | 95.00 | 135,109.00 | |||
2570 | FIBERGLASS DRAIN PIPE | 21679EN | LF | 53.30 | 53.300 | 53.300 | 53.300 | 150.00 | 7,995.00 | |||
8017 | STRUCTURE GRANULAR BACKFILL ~VE ITEM | 02231 | CUYD | 0.00 | 305.600 | 305.600 | 305.600 | 100.00 | 30,560.00 | |||
8018 | DRILLED SHAFT 72 INCH COMM ~VE ITEM | 07446 | LF | 0.00 | 171.000 | 124.400 | 124.400 | 1,060.00 | 131,864.00 | |||
8019 | DRILLED SHAFT-66 IN (ROCK) ~VE ITEM | 23000EX | LF | 0.00 | 181.600 | 206.420 | 206.420 | 955.00 | 197,131.10 | |||
8020 | ROCK SOUNDINGS ~VE ITEM | 20745ED | LF | 0.00 | 250.000 | 250.000 | 250.000 | 35.00 | 8,750.00 | |||
8021 | ROCK CORINGS ~VE ITEM | 20746ED | LF | 0.00 | 200.000 | 200.000 | 200.000 | 50.00 | 10,000.00 | |||
8022 | VALUE ENGINEERING ~SUBSTRUCTURE CHANGE TO DRILLED SHAFT | 10121NX | DOLL | 0.00 | 85,406.520 | 85,406.520 | 85,406.520 | 1.00 | 85,406.52 | |||
8080 | CONCRETE REPAIR BRIDGE COLUMN | 23171EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 48,704.00 | 48,704.00 | |||
8102 | ADMINISTRATIVE SETTLEMENT Wabash Claim Settlement | 10104NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0009 BRIDGE | |||||||
2580 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 22.40 | 22.400 | 22.400 | 22.400 | 100.00 | 2,240.00 | |||
2590 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 53.40 | 53.400 | 53.400 | 53.400 | 450.00 | 24,030.00 | |||
2600 | MASONRY COATING | 02998 | SQYD | 442.90 | 442.900 | 680.180 | 680.180 | 8.00 | 5,441.44 | |||
2610 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 55.00 | 55.000 | 86.530 | 86.530 | 8.00 | 692.24 | |||
2620 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 32.60 | 32.600 | 21.100 | 21.100 | 40.00 | 844.00 | |||
2630 | REINF CONC SLOPE WALL-4 IN | 08014 | SQYD | 167.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
2640 | TEST PILES | 08033 | LF | 74.00 | 74.000 | 74.000 | 74.000 | 80.00 | 5,920.00 | |||
2650 | PILES-STEEL HP12X53 | 08046 | LF | 283.00 | 283.000 | 283.000 | 283.000 | 80.00 | 22,640.00 | |||
2660 | PILE POINTS-12 IN | 08094 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 100.00 | 1,000.00 | |||
2670 | CONCRETE-CLASS A | 08100 | CUYD | 119.70 | 119.700 | 129.170 | 129.170 | 450.00 | 58,126.50 | |||
2680 | CONCRETE-CLASS AA | 08104 | CUYD | 101.40 | 101.400 | 101.400 | 101.400 | 530.00 | 53,742.00 | |||
2690 | STEEL REINFORCEMENT | 08150 | LB | 15,061.00 | 15,061.000 | 16,252.300 | 16,252.300 | 1.18 | 19,177.71 | |||
2700 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 34,693.00 | 36,326.340 | 36,326.340 | 36,326.340 | 1.20 | 43,591.60 | |||
2710 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 52.80 | 52.800 | 52.800 | 52.800 | 250.00 | 13,200.00 | |||
2720 | APPROACH SLAB | 08500 | SQYD | 81.80 | 81.800 | 81.800 | 81.800 | 200.00 | 16,360.00 | |||
2730 | CONCRETE FORM LINER | 21119ED | SQYD | 94.50 | 94.500 | 94.500 | 94.500 | 1.00 | 94.50 | |||
2740 | RAIL SYSTEM TYPE III | 21532ED | LF | 260.40 | 260.400 | 260.400 | 260.400 | 100.00 | 26,040.00 | |||
2750 | PPC BOX BEAM-SB31 | 23035EN | LF | 412.79 | 412.790 | 412.790 | 412.790 | 425.00 | 175,435.75 | |||
8016 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 0.00 | 167.000 | 176.000 | 176.000 | 115.00 | 20,240.00 | |||
8023 | MASS CONCRETE ~CLASS "A" | 10040ES | CUYD | 0.00 | 2.910 | 2.910 | 2.910 | 194.38 | 565.64 | |||
Project | DE05602640801 | Fed/State Project Number | NH 264-1(160) | Category | 0010 TRAINEES | |||||||
5010 | TRAINEE PAYMENT REIMBURSEMENT 1 CEMENT MASON | 02742 | HOUR | 1,200.00 | 1,200.000 | 933.500 | 933.500 | 1.00 | 933.50 | |||
SUBTOT | $-63,532.62 |
$35,512,018.58 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2520-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0005 | $426152.08000 | $426,152.08 | ||||||
2520-2-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0005 | $659200.750000 | $659,200.75 | ||||||
2520-3-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0007 | $770806.210000 | $770,806.21 | ||||||
2750-1-0I |
BOX BEAM, B | LF |
412.79 | 0007 | $262.414130 | $108,321.93 | ||||||
1780-2-0I |
STEEL REINUN 615GR60 | SQFT |
105,105.00 | 0011 | $0.078300 | $8,229.72 | ||||||
1780-1-0I |
MISC PRECAST | SQFT |
105,105.00 | 0011 | $0.551000 | $57,912.85 | ||||||
1780-4-0I |
MISC PRECAST | SQFT |
1,366.01 | 0014 | $23.000000 | $31,418.39 | ||||||
1780-3-0I |
MISC PRECAST | SQFT |
2,299.46 | 0014 | $23.000000 | $52,887.58 | ||||||
1820-1-0I |
PERMANENT SIGN | SQFT |
2,397.50 | 0014 | $13.875000 | $33,265.31 | ||||||
1780-5-0I |
MISC PRECAST | SQFT |
2,176.00 | 0015 | $23.000000 | $50,048.00 | ||||||
1780-7-0I |
MISC PRECAST | SQFT |
2,381.77 | 0016 | $23.000000 | $54,780.71 | ||||||
1780-6-0I |
MISC PRECAST | SQFT |
2,176.00 | 0016 | $23.000000 | $50,048.00 | ||||||
1780-10-0I |
MISC PRECAST | SQFT |
1,788.08 | 0018 | $23.000000 | $41,125.84 | ||||||
1780-9-0I |
MISC PRECAST | SQFT |
1,832.74 | 0018 | $23.000000 | $42,153.02 | ||||||
1780-8-0I |
MISC PRECAST | SQFT |
1,880.03 | 0018 | $23.000000 | $43,240.69 | ||||||
1680-1-0I |
Junction Boxes in Barrier | EACH |
66.00 | 0019 | $287.572000 | $18,979.75 | ||||||
1780-12-0I |
MISC PRECAST | SQFT |
2,339.74 | 0019 | $23.000000 | $53,814.02 | ||||||
1780-11-0I |
MISC PRECAST | SQFT |
1,972.84 | 0019 | $23.000000 | $45,375.32 | ||||||
1780-13-0I |
MISC PRECAST | SQFT |
1,716.28 | 0020 | $23.000000 | $39,474.44 | ||||||
1780-14-10I |
MISC PRECAST | SQFT |
2,380.00 | 0021 | $16.585000 | $39,472.30 | ||||||
1780-14-9I |
MISC PRECAST | SQFT |
3,416.00 | 0021 | $15.750000 | $53,802.00 | ||||||
1780-14-8I |
MISC PRECAST | SQFT |
2,996.00 | 0021 | $15.145000 | $45,374.42 | ||||||
1780-14-7I |
MISC PRECAST | SQFT |
2,576.00 | 0021 | $15.965000 | $42,158.76 | ||||||
1780-14-6I |
MISC PRECAST | SQFT |
2,604.00 | 0021 | $16.190000 | $42,158.76 | ||||||
1780-14-5I |
MISC PRECAST | SQFT |
2,716.00 | 0021 | $15.920000 | $43,238.72 | ||||||
1780-14-4I |
MISC PRECAST | SQFT |
3,360.00 | 0021 | $16.300000 | $54,768.00 | ||||||
1780-14-3I |
MISC PRECAST | SQFT |
2,660.00 | 0021 | $18.810000 | $50,034.60 | ||||||
1780-14-2I |
MISC PRECAST | SQFT |
3,080.00 | 0021 | $16.250000 | $50,050.00 | ||||||
1780-14-1I |
MISC PRECAST | SQFT |
1,680.00 | 0021 | $18.700000 | $31,416.00 | ||||||
1780-14-0I |
MISC PRECAST | SQFT |
2,828.00 | 0021 | $18.700000 | $52,883.60 | ||||||
1370-1-0I |
CR CUSH VI CL C | EACH |
4.00 | 0022 | $13575.500000 | $54,302.00 | ||||||
1780-14-12I |
MISC PRECAST | SQFT |
5,040.00 | 0022 | $16.710000 | $84,218.40 | ||||||
1780-14-11I |
MISC PRECAST | SQFT |
3,500.00 | 0022 | $17.250000 | $60,375.00 | ||||||
1780-14-13I |
MISC PRECAST | SQFT |
5,320.00 | 0023 | $17.390000 | $92,514.80 | ||||||
2160-1-0I |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0029 | $482.350000 | $5,305.85 | ||||||
2170-1-1I |
TRAFFIC INCIDENTAL | EACH |
25.00 | 0029 | $625.340000 | $15,633.50 | ||||||
2170-1-0I |
TRAFFIC INCIDENTAL | EACH |
22.00 | 0029 | $590.100000 | $12,982.20 | ||||||
2180-1-0I |
TRAFFIC INCIDENTAL | EACH |
29.00 | 0029 | $158.090000 | $4,584.61 | ||||||
2190-1-0I |
TRAFFIC INCIDENTAL | EACH |
60.00 | 0029 | $183.270000 | $10,996.20 | ||||||
2090-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $7773.850000 | $15,547.70 | ||||||
2220-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0040 | $1277.000000 | $1,277.00 | ||||||
2750-1-0A |
BOX BEAM, B | LF |
412.79 | 0014 | $262.414130 | $-108,321.93 | ||||||
2520-3-0A |
STEEL, STRUCTURAL | LS |
0.31 | 0015 | $770806.210000 | $-238,949.93 | ||||||
2520-2-0A |
STEEL, STRUCTURAL | LS |
0.31 | 0015 | $659200.750000 | $-204,352.23 | ||||||
2520-1-0A |
STEEL, STRUCTURAL | LS |
0.31 | 0015 | $426152.080000 | $-132,107.14 | ||||||
2520-3-0A |
STEEL, STRUCTURAL | LS |
0.14 | 0016 | $770806.210000 | $-107,912.87 | ||||||
2520-2-0A |
STEEL, STRUCTURAL | LS |
0.14 | 0016 | $659200.750000 | $-92,288.11 | ||||||
2520-1-0A |
STEEL, STRUCTURAL | LS |
0.14 | 0016 | $426152.080000 | $-59,661.29 | ||||||
1680-1-0A |
Junction Boxes in Barrier | EACH |
66.00 | 0020 | $287.572000 | $-18,979.75 | ||||||
1780-14-4A |
MISC PRECAST | SQFT |
3,360.00 | 0021 | $16.300000 | $-54,768.00 | ||||||
1780-14-3A |
MISC PRECAST | SQFT |
2,660.00 | 0021 | $18.810000 | $-50,034.60 | ||||||
1780-14-2A |
MISC PRECAST | SQFT |
3,080.00 | 0021 | $16.250000 | $-50,050.00 | ||||||
1780-14-1A |
MISC PRECAST | SQFT |
1,680.00 | 0021 | $18.700000 | $-31,416.00 | ||||||
1780-14-0A |
MISC PRECAST | SQFT |
2,828.00 | 0021 | $18.700000 | $-52,883.60 | ||||||
1780-2-0A |
STEEL REINUN 615GR60 | SQFT |
14,107.00 | 0021 | $0.078300 | $-1,104.58 | ||||||
1780-1-0A |
MISC PRECAST | SQFT |
14,107.00 | 0021 | $0.551000 | $-7,772.96 | ||||||
1780-14-5A |
MISC PRECAST | SQFT |
499.00 | 0021 | $15.920000 | $-7,944.08 | ||||||
1780-14-11A |
MISC PRECAST | SQFT |
1,499.56 | 0024 | $17.250000 | $-25,867.41 | ||||||
1780-14-10A |
MISC PRECAST | SQFT |
2,380.00 | 0024 | $16.585000 | $-39,472.30 | ||||||
1780-14-9A |
MISC PRECAST | SQFT |
3,416.00 | 0024 | $15.750000 | $-53,802.00 | ||||||
1780-14-8A |
MISC PRECAST | SQFT |
2,996.00 | 0024 | $15.145000 | $-45,374.42 | ||||||
1780-14-7A |
MISC PRECAST | SQFT |
2,576.00 | 0024 | $15.965000 | $-42,158.76 | ||||||
1780-14-6A |
MISC PRECAST | SQFT |
2,604.00 | 0024 | $16.190000 | $-42,158.76 | ||||||
1780-14-5A |
MISC PRECAST | SQFT |
2,217.00 | 0024 | $15.920000 | $-35,294.64 | ||||||
1780-2-0A |
STEEL REINUN 615GR60 | SQFT |
17,688.56 | 0024 | $0.078300 | $-1,385.01 | ||||||
1780-1-0A |
MISC PRECAST | SQFT |
17,688.56 | 0024 | $0.551000 | $-9,746.40 | ||||||
1780-14-13A |
MISC PRECAST | SQFT |
1,774.56 | 0025 | $17.390000 | $-30,859.60 | ||||||
1780-14-12A |
MISC PRECAST | SQFT |
5,040.00 | 0025 | $16.710000 | $-84,218.40 | ||||||
1780-14-11A |
MISC PRECAST | SQFT |
2,000.44 | 0025 | $17.250000 | $-34,507.59 | ||||||
1780-2-0A |
STEEL REINUN 615GR60 | SQFT |
8,815.00 | 0025 | $0.078300 | $-690.21 | ||||||
1780-1-0A |
MISC PRECAST | SQFT |
8,815.00 | 0025 | $0.551000 | $-4,857.06 | ||||||
1780-14-13A |
MISC PRECAST | SQFT |
3,545.44 | 0026 | $17.390000 | $-61,655.20 | ||||||
1780-2-0A |
STEEL REINUN 615GR60 | SQFT |
8,700.96 | 0026 | $0.078300 | $-681.29 | ||||||
1780-1-0A |
MISC PRECAST | SQFT |
8,700.96 | 0026 | $0.551000 | $-4,794.23 | ||||||
2520-3-0A |
STEEL, STRUCTURAL | LS |
0.45 | 0027 | $770806.210000 | $-346,862.79 | ||||||
2520-2-0A |
STEEL, STRUCTURAL | LS |
0.45 | 0027 | $659200.750000 | $-296,640.34 | ||||||
2520-1-0A |
STEEL, STRUCTURAL | LS |
0.45 | 0027 | $426152.080000 | $-191,768.44 | ||||||
1780-2-0A |
STEEL REINUN 615GR60 | SQFT |
8,960.00 | 0029 | $0.078300 | $-701.57 | ||||||
1780-1-0A |
MISC PRECAST | SQFT |
8,960.00 | 0029 | $0.551000 | $-4,936.96 | ||||||
1780-2-0A |
STEEL REINUN 615GR60 | SQFT |
27,805.72 | 0030 | $0.078300 | $-2,177.19 | ||||||
1780-1-0A |
MISC PRECAST | SQFT |
27,805.72 | 0030 | $0.551000 | $-15,320.95 | ||||||
1370-1-0A |
CR CUSH VI CL C | EACH |
2.00 | 0031 | $13575.500000 | $-27,151.00 | ||||||
1780-2-0A |
STEEL REINUN 615GR60 | SQFT |
19,027.76 | 0031 | $0.078300 | $-1,489.87 | ||||||
1780-1-0A |
MISC PRECAST | SQFT |
19,027.76 | 0031 | $0.551000 | $-10,484.29 | ||||||
2160-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0031 | $482.350000 | $-2,411.75 | ||||||
2520-3-0A |
STEEL, STRUCTURAL | LS |
0.07 | 0031 | $770806.210000 | $-53,956.43 | ||||||
2520-2-0A |
STEEL, STRUCTURAL | LS |
0.07 | 0031 | $659200.750000 | $-46,144.05 | ||||||
2520-1-0A |
STEEL, STRUCTURAL | LS |
0.07 | 0031 | $426152.080000 | $-29,830.65 | ||||||
2170-1-1A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0032 | $625.340000 | $-3,126.70 | ||||||
2170-1-0A |
TRAFFIC INCIDENTAL | EACH |
22.00 | 0032 | $590.100000 | $-12,982.20 | ||||||
2190-1-0A |
TRAFFIC INCIDENTAL | EACH |
52.00 | 0032 | $183.270000 | $-9,530.04 | ||||||
1370-1-0A |
CR CUSH VI CL C | EACH |
2.00 | 0033 | $13575.500000 | $-27,151.00 | ||||||
1820-1-0A |
PERMANENT SIGN | SQFT |
427.50 | 0038 | $13.875000 | $-5,931.56 | ||||||
1820-1-0A |
PERMANENT SIGN | SQFT |
1,970.00 | 0042 | $13.875000 | $-27,333.75 | ||||||
2090-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0042 | $7773.850000 | $-15,547.70 | ||||||
2170-1-1A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0042 | $625.340000 | $-2,501.36 | ||||||
2190-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0042 | $183.270000 | $-1,282.89 | ||||||
2190-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $183.270000 | $-183.27 | ||||||
2170-1-1A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0044 | $625.340000 | $-2,501.36 | ||||||
2520-3-0A |
STEEL, STRUCTURAL | LS |
0.01 | 0044 | $770806.210000 | $-7,708.06 | ||||||
2520-2-0A |
STEEL, STRUCTURAL | LS |
0.01 | 0044 | $659200.750000 | $-6,592.01 | ||||||
2520-1-0A |
STEEL, STRUCTURAL | LS |
0.01 | 0044 | $426152.080000 | $-4,261.52 | ||||||
2520-3-0A |
STEEL, STRUCTURAL | LS |
0.02 | 0047 | $770806.210000 | $-15,416.12 | ||||||
2520-2-0A |
STEEL, STRUCTURAL | LS |
0.02 | 0047 | $659200.750000 | $-13,184.02 | ||||||
2520-1-0A |
STEEL, STRUCTURAL | LS |
0.02 | 0047 | $426152.080000 | $-8,523.04 | ||||||
2160-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0050 | $482.350000 | $-1,929.40 | ||||||
2220-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0053 | $1277.000000 | $-1,277.00 | ||||||
2160-1-0A |
TRAFFIC INCIDENTAL | EACH |
-6.00 | 0057 | $482.350000 | $2,894.10 | ||||||
2170-1-1A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0057 | $625.340000 | $-3,126.70 | ||||||
1780-30C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-52,887.58 | ||||||
1780-40C |
MISC PRECAST | SQFT |
0.00 | 0021 | $22.999999 | $-31,418.39 | ||||||
1780-50C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-50,048.00 | ||||||
1780-60C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-50,048.00 | ||||||
1780-70C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-54,780.71 | ||||||
1780-80C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-43,240.69 | ||||||
1780-90C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-42,153.02 | ||||||
1780-100C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-41,125.84 | ||||||
1780-110C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-45,375.32 | ||||||
1780-120C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-53,814.02 | ||||||
1780-130C |
MISC PRECAST | SQFT |
0.00 | 0021 | $23.000000 | $-39,474.44 | ||||||
2160-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0065 | $482.350000 | -3,858.80 | $-3,858.80 | |||||
2170-11C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0065 | $625.340000 | -4,377.38 | $-4,377.38 | |||||
2180-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0065 | $158.090000 | -4,584.61 | $-4,584.61 | |||||
SUBTOT | $0.00 |
Project | DE05602640822 | Fed/State Project Number | IM 264-1(161) | 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 | 4,212.00 | 4,212.000 | 6,645.740 | 6,645.740 | 15.00 | 99,686.10 | |||
0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 2,092.00 | 2,092.000 | 1,819.900 | 1,819.900 | 49.25 | 89,630.07 | |||
0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 13.00 | 13.000 | 5.000 | 5.000 | 80.00 | 400.00 | |||
0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 28.00 | 28.000 | 15.000 | 15.000 | 150.00 | 2,250.00 | |||
0050 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 1,565.00 | 1,565.000 | 1,565.000 | 1,565.000 | 57.75 | 90,378.75 | |||
0060 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 4,128.00 | 4,128.000 | 4,281.970 | 4,281.970 | 57.75 | 247,283.76 | |||
0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.000 | 2.460 | 2.460 | 900.00 | 2,214.00 | |||
0090 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 196.00 | 196.000 | 161.790 | 161.790 | 89.00 | 14,399.31 | |||
0100 | CL4 ASPH SURF 0.38A PG64-22 | 23128ES403 | TON | 648.00 | 648.000 | 427.530 | 427.530 | 89.00 | 38,050.17 | |||
0110 | ASPHALT CURING SEAL | 00358 | TON | 8.00 | 8.000 | 0.490 | 0.490 | 550.00 | 269.50 | |||
0120 | STORM SEWER PIPE-18 IN | 00522 | LF | 18.53 | 18.530 | 18.500 | 18.500 | 48.00 | 888.00 | |||
0130 | STORM SEWER PIPE-30 IN | 00526 | LF | 41.07 | 41.070 | 40.000 | 40.000 | 80.00 | 3,200.00 | |||
0140 | PERFORATED PIPE-4 IN | 01000 | LF | 3,150.00 | 3,150.000 | 2,640.000 | 2,640.000 | 4.40 | 11,616.00 | |||
0150 | PERFORATED PIPE-6 IN | 01001 | LF | 575.00 | 575.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
0160 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 13.00 | 13.000 | 5.000 | 5.000 | 300.00 | 1,500.00 | |||
0170 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0180 | REMOVE PIPE | 01310 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 10.00 | 300.00 | |||
0190 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
0200 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
0210 | REMOVE INLET | 01718 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
0220 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
0230 | REMOVE CURB AND GUTTER | 01812 | LF | 2,001.19 | 2,001.190 | 2,001.190 | 2,001.190 | 2.00 | 4,002.38 | |||
0240 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0250 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 53.00 | 53.000 | 108.000 | 108.000 | 6.00 | 648.00 | |||
0260 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 37.00 | 37.000 | 75.000 | 75.000 | 6.00 | 450.00 | |||
0270 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,480.00 | 1,480.000 | 1,480.000 | 1,480.000 | 2.50 | 3,700.00 | |||
0280 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0290 | TEMP DITCH | 02159 | LF | 1,515.00 | 1,515.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0300 | EXCAVATION | 21554EN | CUYD | 7,088.00 | 7,988.000 | 7,844.140 | 7,844.140 | 9.00 | 70,597.26 | |||
0310 | EMBANKMENT | 21553EN | CUYD | 704.00 | 704.000 | 704.000 | 704.000 | 4.10 | 2,886.40 | |||
0320 | WATER | 02242 | MGAL | 27.00 | 27.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
0330 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,900.00 | 5,800.00 | |||
0340 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 975.00 | 1,950.00 | |||
0350 | REMOVE GUARDRAIL | 02381 | LF | 217.00 | 217.000 | 680.000 | 680.000 | 2.00 | 1,360.00 | |||
0360 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
0370 | TEMP GUARDRAIL | 02397 | LF | 500.00 | 500.000 | 479.000 | 479.000 | 12.00 | 5,748.00 | |||
0380 | FILL AND CAP SINKHOLE | 02471 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0390 | CLEARING AND GRUBBING 4.27 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
0400 | SIGNS | 02562 | SQFT | 79.50 | 79.500 | 452.000 | 452.000 | 7.00 | 3,164.00 | |||
0410 | EDGE KEY | 02585 | LF | 370.00 | 370.000 | 250.000 | 250.000 | 50.00 | 12,500.00 | |||
0420 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 222.00 | 222.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0430 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
0440 | MAINTAIN & CONTROL TRAFFIC BROWNSBORO ROAD | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
0450 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 12,000.00 | 24,000.00 | |||
0460 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 2,349.96 | 2,349.960 | 2,349.960 | 2,349.960 | 0.50 | 1,174.98 | |||
0470 | TEMP SILT FENCE | 02701 | LF | 1,515.00 | 1,515.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0480 | SAND FOR BLOTTER | 02702 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0490 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 80.00 | 160.00 | |||
0500 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
0510 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 17.000 | 17.000 | 80.00 | 1,360.00 | |||
0520 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 18.00 | 18.000 | 2.000 | 2.000 | 10.00 | 20.00 | |||
0530 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 18.00 | 18.000 | 10.000 | 10.000 | 10.00 | 100.00 | |||
0540 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 18.00 | 18.000 | 3.000 | 3.000 | 10.00 | 30.00 | |||
0550 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,515.00 | 1,515.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
0560 | STAKING BROWNSBORO ROAD | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
0570 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
0580 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
0590 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
0600 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,060.00 | 2,600.000 | 2,500.000 | 2,500.000 | 28.00 | 70,000.00 | |||
0610 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,433.00 | 3,433.000 | 0.000 | 0.000 | 1.34 | 0.00 | |||
0620 | TEMP MULCH | 05952 | SQYD | 26,765.00 | 26,765.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
0630 | TOPDRESSING FERTILIZER | 05966 | TON | 1.39 | 1.390 | 1.390 | 1.390 | 1,200.00 | 1,668.00 | |||
0640 | SEEDING AND PROTECTION | 05985 | SQYD | 26,765.00 | 26,765.000 | 10,961.120 | 10,961.120 | 0.28 | 3,069.11 | |||
0650 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 8,556.00 | 8,556.000 | 6,941.000 | 6,941.000 | 0.22 | 1,527.02 | |||
0660 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 8,806.00 | 8,806.000 | 3,471.000 | 3,471.000 | 0.24 | 833.04 | |||
0670 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 588.00 | 588.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
0680 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 2,840.00 | 2,840.000 | 4,485.000 | 4,485.000 | 1.45 | 6,503.25 | |||
0690 | PAVE STRIPING REMOVAL-12 IN | 06533 | LF | 250.00 | 250.000 | 254.000 | 254.000 | 2.45 | 622.30 | |||
0700 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,604.00 | 1,604.000 | 3,769.000 | 3,769.000 | 2.00 | 7,538.00 | |||
0710 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 189.00 | 189.000 | 100.000 | 100.000 | 8.75 | 875.00 | |||
0720 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 136.00 | 136.000 | 73.000 | 73.000 | 8.75 | 638.75 | |||
0730 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 56.00 | 56.000 | 84.000 | 84.000 | 25.00 | 2,100.00 | |||
0740 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 25.00 | 575.00 | |||
0750 | CONCRETE-CLASS A | 08100 | CUYD | 11.46 | 11.460 | 12.460 | 12.460 | 1,200.00 | 14,952.00 | |||
0760 | STEEL REINFORCEMENT | 08150 | LB | 392.00 | 392.000 | 392.000 | 392.000 | 1.00 | 392.00 | |||
0770 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 6,100.00 | 12,200.00 | |||
0780 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 18,064.00 | 18,064.000 | -1,727.480 | 0.000 | -1,727.480 | 1.00 | -1,727.48 | -1,727.48 | |
0790 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,048.00 | 8,048.000 | 497.170 | -26,657.250 | -26,160.080 | 1.00 | 497.17 | -26,160.08 | |
0800 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 16,258.00 | 16,258.000 | 1,107.760 | -9,817.060 | -8,709.300 | 1.00 | 1,107.76 | -8,709.30 | |
0810 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
0820 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 279.00 | 279.000 | 279.000 | 279.000 | 5.50 | 1,534.50 | |||
5000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
8000 | LANE CLOSURE | 02653 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
8002 | GRANULAR EMBANKMENT ~ UNDERCUT | 20072ES805 | TON | 0.00 | 500.000 | 362.180 | 362.180 | 20.00 | 7,243.60 | |||
8003 | FABRIC-GEOTEXTILE TYPE IV ~ UNDERCUT | 02599 | SQYD | 0.00 | 1,700.000 | 1,691.890 | 1,691.890 | 1.70 | 2,876.21 | |||
8033 | LONGITUDINAL EDGE KEY | 21289ED | LF | 0.00 | 1,014.520 | 1,014.520 | 1,014.520 | 5.00 | 5,072.60 | |||
8084 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
8091 | ASPH PAVE MILLING & TEXTURING Addtional Milling on Mainline 264 for Tie-In | 02677 | TON | 0.00 | 300.000 | 426.630 | 426.630 | 35.00 | 14,932.05 | |||
8092 | MOBILIZATION FOR MILL & TEXT Additonal Milling on Mainline for Tie-In | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
8094 | CL3 ASPH SURF 0.38A PG64-22 Island Paving under 264 Bridge | 22906ES403 | TON | 0.00 | 300.000 | 279.070 | 279.070 | 97.00 | 27,069.79 | |||
Project | DE05602640822 | Fed/State Project Number | IM 264-1(161) | Category | 0002 LIGHTING | |||||||
0830 | POLE 40 FT MTG HT | 04701 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,338.00 | 8,028.00 | |||
0840 | BRACKET 12 FT | 04724 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
0850 | BRACKET 15 FT | 04725 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
0860 | POLE BASE | 04740 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 652.00 | 3,912.00 | |||
0870 | HPS LUMINAIRE | 04770 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
0880 | FUSED CONNECTOR KIT | 04780 | EACH | 14.00 | 14.000 | 16.000 | 16.000 | 68.00 | 1,088.00 | |||
0890 | CONDUIT-2 IN | 04795 | LF | 1,400.00 | 1,400.000 | 560.000 | 560.000 | 7.62 | 4,267.20 | |||
0900 | TRENCHING AND BACKFILLING | 04820 | LF | 660.00 | 660.000 | 564.000 | 564.000 | 3.50 | 1,974.00 | |||
0910 | WIRE-NO. 12 | 04832 | LF | 660.00 | 660.000 | 684.000 | 684.000 | 0.50 | 342.00 | |||
0920 | WIRE-NO. 6 | 04834 | LF | 4,200.00 | 4,200.000 | 4,818.000 | 4,818.000 | 1.25 | 6,022.50 | |||
0930 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
Project | DE05602640822 | Fed/State Project Number | IM 264-1(161) | Category | 0003 SIGNING | |||||||
0940 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 544.30 | 544.300 | 545.500 | 545.500 | 18.50 | 10,091.75 | |||
0950 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 30.00 | 30.000 | 30.000 | 30.000 | 12.00 | 360.00 | |||
0960 | STEEL POST TYPE 1 | 06410 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 10.00 | 260.00 | |||
0970 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
0980 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
0990 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
1000 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.45 | 0.450 | 0.450 | 0.450 | 600.00 | 270.00 | |||
1010 | ROADWAY CROSS SECTION | 20419ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
1020 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
1030 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
5010 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 18.000 | 18.000 | 12.00 | 216.00 | |||
8009 | REMOVE STRUCTURE ~ CONCRETE BASE | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,958.12 | 8,958.12 | |||
8106 | RELOCATE SIGN Relocate Overhead Sign and Truss on I-264 EB | 98923N | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
SUBTOT | $-122.55 |
$36,563,950.21 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0830-1-0I |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0029 | $590.100000 | $3,540.60 | ||||||
0830-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0065 | $590.100000 | -3,540.60 | $-3,540.60 | |||||
SUBTOT | $0.00 |
Project | DE05614470822 | Fed/State Project Number | STPM 8707 (024) | 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 | 22,894.00 | 22,894.000 | -18.280 | 32,963.420 | 32,945.140 | 15.00 | -274.20 | 494,177.10 | |
0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 59.00 | 59.000 | 245.130 | 1,327.960 | 1,573.090 | 92.75 | 22,735.80 | 145,904.09 | |
0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 27,299.00 | 27,299.000 | 1,023.980 | 29,536.210 | 30,560.190 | 60.75 | 62,206.78 | 1,856,531.54 | |
0040 | ENTRANCE PIPE-15 IN | 00440 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0050 | ENTRANCE PIPE-15 IN EQUIV | 00450 | LF | 135.00 | 135.000 | 105.000 | 105.000 | 40.00 | 4,200.00 | |||
0060 | STORM SEWER PIPE-15 IN | 00521 | LF | 660.00 | 660.000 | 788.250 | 788.250 | 40.00 | 31,530.00 | |||
0070 | STORM SEWER PIPE-18 IN | 00522 | LF | 3,322.00 | 3,322.000 | 2,777.410 | 2,777.410 | 48.00 | 133,315.68 | |||
0080 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,142.00 | 1,170.000 | 1,149.020 | 1,149.020 | 70.00 | 80,431.40 | |||
0090 | STORM SEWER PIPE-30 IN | 00526 | LF | 777.00 | 777.000 | 575.670 | 575.670 | 80.00 | 46,053.60 | |||
0100 | STORM SEWER PIPE-36 IN | 00528 | LF | 1,602.00 | 1,694.000 | 1,606.000 | 1,606.000 | 90.00 | 144,540.00 | |||
0110 | STORM SEWER PIPE-42 IN | 00529 | LF | 92.00 | 0.000 | 7.500 | 7.500 | 250.00 | 1,875.00 | |||
0120 | STORM SEWER PIPE-15 IN EQUIV | 00551 | LF | 122.00 | 122.000 | 307.740 | 307.740 | 50.00 | 15,387.00 | |||
0130 | STORM SEWER PIPE-18 IN EQUIV | 00552 | LF | 580.00 | 580.000 | 620.430 | 620.430 | 55.00 | 34,123.65 | |||
0140 | STORM SEWER PIPE-24 IN EQUIV | 00554 | LF | 40.00 | 40.000 | 63.400 | 63.400 | 55.00 | 3,487.00 | |||
0150 | STORM SEWER PIPE-30 IN EQUIV | 00556 | LF | 179.00 | 179.000 | 309.300 | 309.300 | 130.00 | 40,209.00 | |||
0160 | STORM SEWER PIPE-36 IN EQUIV | 00558 | LF | 1,058.00 | 1,058.000 | 1,099.000 | 1,099.000 | 80.00 | 87,920.00 | |||
0170 | STORM SEWER PIPE-42 IN EQUIV | 00559 | LF | 216.00 | 216.000 | 216.000 | 216.000 | 130.00 | 28,080.00 | |||
0180 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
0190 | PERFORATED PIPE-4 IN | 01000 | LF | 392.00 | 392.000 | 220.000 | 220.000 | 4.40 | 968.00 | |||
0200 | REMOVE PIPE | 01310 | LF | 8,344.00 | 8,344.000 | 4,647.330 | 4,647.330 | 10.00 | 46,473.30 | |||
0210 | PLUG PIPE | 01314 | EACH | 7.00 | 7.000 | 59.000 | 59.000 | 250.00 | 14,750.00 | |||
0220 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,600.00 | 8,000.00 | |||
0230 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,200.00 | 6,600.00 | |||
0240 | CURB BOX INLET TYPE A | 01456 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 2,500.00 | 57,500.00 | |||
0250 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 3,000.00 | 114,000.00 | |||
0260 | CURB BOX INLET TYPE B | 01480 | EACH | 6.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
0270 | DROP BOX INLET TYPE 3 | 01496 | EACH | 17.00 | 17.000 | 14.000 | 14.000 | 2,600.00 | 36,400.00 | |||
0280 | DROP BOX INLET TYPE 13G | 01559 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 1,600.00 | 16,000.00 | |||
0290 | DROP BOX INLET TYPE 13S | 01568 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 3,000.00 | 30,000.00 | |||
0300 | DROP BOX INLET TYPE 14 | 01577 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
0310 | MANHOLE TYPE A | 01756 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
0320 | MANHOLE TYPE C | 01767 | EACH | 6.00 | 7.000 | 6.000 | 6.000 | 3,600.00 | 21,600.00 | |||
0330 | ADJUST MANHOLE | 01792 | EACH | 15.00 | 15.000 | 18.000 | 18.000 | 500.00 | 9,000.00 | |||
0340 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 11,277.00 | 11,277.000 | 12,521.150 | 12,521.150 | 15.25 | 190,947.53 | |||
0350 | LIP CURB AND GUTTER MOD | 01821 | LF | 339.00 | 339.000 | 195.180 | 195.180 | 15.00 | 2,927.70 | |||
0360 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 20.000 | 20.000 | 200.00 | 4,000.00 | |||
0370 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,320.00 | 1,320.000 | 939.110 | 939.110 | 50.00 | 46,955.50 | |||
0380 | TEMP DITCH | 02159 | LF | 6,700.00 | 6,700.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0390 | GRANULAR EMBANKMENT | 02223 | CUYD | 15,984.00 | 15,984.000 | 8,232.330 | 8,232.330 | 24.00 | 197,575.92 | |||
0400 | WATER | 02242 | MGAL | 64.00 | 64.000 | 0.100 | 0.100 | 0.01 | 0.00 | |||
0410 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 51.00 | 51.000 | 50.000 | 50.000 | 85.00 | 4,250.00 | |||
0420 | CHANNEL LINING CLASS II | 02483 | TON | 69.00 | 69.000 | 37.190 | 37.190 | 30.00 | 1,115.70 | |||
0430 | CLEARING AND GRUBBING 17.1 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
0440 | SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 368.000 | 368.000 | 7.00 | 2,576.00 | |||
0450 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 44,439.00 | 44,439.000 | 69,895.650 | 69,895.650 | 1.70 | 118,822.60 | |||
0460 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 35,669.00 | 35,669.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0470 | DIVERSIONS (BY-PASS DETOURS) ST A 56+50 TO 62+50 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
0480 | DIVERSIONS (BY-PASS DETOURS) STA 10+50 TO 47+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
0490 | DIVERSIONS (BY-PASS DETOURS) STA 48+74.6 TO 52+18 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
0500 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
0510 | SAFELOADING | 02690 | CUYD | 789.00 | 789.000 | 49.500 | 49.500 | 0.01 | 0.49 | |||
0520 | TEMP SILT FENCE | 02701 | LF | 4,780.00 | 4,780.000 | 16,903.000 | 16,903.000 | 2.00 | 33,806.00 | |||
0530 | SILT TRAP TYPE A | 02703 | EACH | 34.00 | 34.000 | 33.000 | 33.000 | 80.00 | 2,640.00 | |||
0540 | SILT TRAP TYPE B | 02704 | EACH | 34.00 | 34.000 | 11.000 | 11.000 | 300.00 | 3,300.00 | |||
0550 | SILT TRAP TYPE C | 02705 | EACH | 131.00 | 131.000 | 111.000 | 111.000 | 80.00 | 8,880.00 | |||
0560 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 102.00 | 102.000 | 1.000 | 1.000 | 10.00 | 10.00 | |||
0570 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 102.00 | 102.000 | 1.000 | 1.000 | 10.00 | 10.00 | |||
0580 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 524.00 | 524.000 | 5.000 | 5.000 | 10.00 | 50.00 | |||
0590 | CLEAN TEMP SILT FENCE | 02709 | LF | 19,120.00 | 19,120.000 | 300.000 | 300.000 | 0.20 | 60.00 | |||
0600 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 5,428.00 | 5,428.000 | 5,419.020 | 5,419.020 | 33.50 | 181,537.17 | |||
0610 | STAKING KY 1447 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
0620 | REMOVE STRUCTURE 5X3 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
0630 | REMOVE STRUCTURE 8X5 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
0640 | TUBULAR MARKERS | 03225 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0650 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 650.00 | 1,300.00 | |||
0660 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 19,900.00 | 19,900.00 | |||
0670 | EROSION CONTROL BLANKET | 05950 | SQYD | 874.00 | 874.000 | 11,250.000 | 11,250.000 | 1.34 | 15,075.00 | |||
0680 | TEMP MULCH | 05952 | SQYD | 75,068.00 | 25,068.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
0690 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 37,534.00 | 37,534.000 | 23,623.000 | 23,623.000 | 0.16 | 3,779.68 | |||
0700 | TOPDRESSING FERTILIZER | 05966 | TON | 3.88 | 3.880 | 1.110 | 1.110 | 1,200.00 | 1,332.00 | |||
0710 | SEEDING AND PROTECTION | 05985 | SQYD | 37,534.00 | 37,534.000 | 18,506.210 | 18,506.210 | 0.28 | 5,181.73 | |||
0720 | SODDING | 05990 | SQYD | 21,050.00 | 21,050.000 | 20,721.730 | 20,721.730 | 4.00 | 82,886.92 | |||
0730 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 36,892.00 | 36,892.000 | 116,099.000 | 116,099.000 | 0.19 | 22,058.81 | |||
0740 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 33,497.00 | 33,497.000 | 24,179.000 | 24,179.000 | 0.18 | 4,352.22 | |||
0750 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 9,347.00 | 9,347.000 | 10,499.000 | 10,499.000 | 0.24 | 2,519.76 | |||
0760 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 696.00 | 696.000 | 580.000 | 580.000 | 2.95 | 1,711.00 | |||
0770 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 124.00 | 124.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
0780 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 174.00 | 174.000 | 671.000 | 671.000 | 9.75 | 6,542.25 | |||
0790 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 10,714.00 | 10,714.000 | 0.000 | 0.000 | 0.72 | 0.00 | |||
0800 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 237.00 | 237.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
0810 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 40.00 | 40.000 | 45.000 | 45.000 | 110.00 | 4,950.00 | |||
0820 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 45.00 | 45.000 | 58.000 | 58.000 | 110.00 | 6,380.00 | |||
0830 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 145.00 | 290.00 | |||
0840 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 175.00 | 350.00 | |||
0850 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 155.00 | 155.000 | 221.000 | 221.000 | 25.00 | 5,525.00 | |||
0860 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 265.00 | 265.000 | 210.000 | 210.000 | 25.00 | 5,250.00 | |||
0870 | CONCRETE-CLASS A | 08100 | CUYD | 14.19 | 14.190 | 14.190 | 14.190 | 1,200.00 | 17,028.00 | |||
0880 | STEEL REINFORCEMENT | 08150 | LB | 742.50 | 742.500 | 742.500 | 742.500 | 1.00 | 742.50 | |||
0890 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 66,000.00 | 66,000.000 | 14,866.960 | 0.000 | 14,866.960 | 1.00 | 14,866.96 | 14,866.96 | |
0900 | FUEL ADJUSTMENT | 10020NS | DOLL | 39,385.00 | 39,385.000 | 6,090.990 | -163,389.740 | -157,298.750 | 1.00 | 6,090.99 | -157,298.75 | |
0910 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 59,404.00 | 59,404.000 | 17,098.500 | -289,872.170 | -272,773.670 | 1.00 | 17,098.50 | -272,773.67 | |
0920 | CURB BOX INLET TY W | 20087EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
0930 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 88.00 | 88.000 | 99.000 | 99.000 | 4.75 | 470.25 | |||
0940 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 20.00 | 20.000 | 38.000 | 38.000 | 44.50 | 1,691.00 | |||
0950 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0960 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
0970 | DROP BOX INLET TY 16G(MOD) | 20571ES710 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
0980 | RETAINING WALL SYSTEM BLOCK AND CAP | 20752ED | SQFT | 1,662.00 | 1,662.000 | 3,159.050 | 3,159.050 | 30.00 | 94,771.50 | |||
0990 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 44.00 | 44.000 | 45.000 | 45.000 | 285.00 | 12,825.00 | |||
1000 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 110.00 | 110.000 | 110.000 | 110.000 | 5.50 | 605.00 | |||
1010 | SNOW FENCE | 21476ED | LF | 72.00 | 72.000 | 78.000 | 78.000 | 10.00 | 780.00 | |||
1020 | CURB BOX INLET TYPE B MODIFIED | 21546ED | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 8,000.00 | 32,000.00 | |||
1030 | EMBANKMENT | 21553EN | CUYD | 14,354.50 | 14,354.500 | 14,354.500 | 14,354.500 | 4.10 | 58,853.45 | |||
1040 | EXCAVATION | 21554EN | CUYD | 38,863.50 | 63,648.500 | 54,445.820 | 54,445.820 | 9.00 | 490,012.38 | |||
1050 | STAMPED ASPHALT | 22075EN | SQYD | 1,557.00 | 1,557.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1060 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 5,644.00 | 5,644.000 | 5,427.730 | 5,427.730 | 76.25 | 413,864.41 | |||
5000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 4,895.00 | 4,895.000 | 4,672.000 | 4,672.000 | 3.00 | 14,016.00 | |||
5010 | MAINTAIN & CONTROL TRAFFIC KY 1447 | 02650 | LS | 1.00 | 1.000 | 0.030 | 0.970 | 1.000 | 100,000.00 | 3,000.00 | 100,000.00 | |
8010 | EW~ REMOVE CONCRETE BIN | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
8013 | EW~ STORM SEWER TIE-IN (THIERMAN) | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,700.00 | 6,700.00 | |||
8025 | TIE-IN TO CBI - 18 IN | 03479 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
8029 | EW~ TIE-IN EXISTING 24" HDPE TO BOX | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,807.20 | 2,807.20 | |||
8036 | EW~ DRAINAGE STRUCTURE MOD. | 10094NX | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
8042 | BEND 45 DEG 16 IN ACTUALLY 15 IN REQUIRED | 03558 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 275.00 | 550.00 | |||
8043 | TIE-IN EXISTING CURB BOX INLET | 03479 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
8044 | TEMPORARY PIPE 15 IN TO D9 INCLUDE REMOVAL OF PIPE | 20166ES810 | LF | 0.00 | 26.000 | 26.000 | 26.000 | 54.45 | 1,415.70 | |||
8046 | EW~ INSTALL & REMOVE PLATES OVER BOXES FOR DIVERSION | 10094NX | EACH | 0.00 | 23.000 | 21.000 | 21.000 | 605.00 | 12,705.00 | |||
8049 | EW~ RELALIGN EXISTING 48 IN PUMP DRAIN THIERMAN LN | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,585.00 | 13,585.00 | |||
8054 | FABRIC-GEOTEXTILE TYPE IV UNDERCUT WESTPORT ROAD | 02599 | SQYD | 0.00 | 77,733.000 | 58,276.920 | 58,276.920 | 1.70 | 99,070.76 | |||
8056 | GRANULAR EMBANKMENT UNDERCUT WESTPORT ROAD | 20072ES805 | TON | 0.00 | 32,791.000 | 44,428.850 | 44,428.850 | 20.00 | 888,577.00 | |||
8058 | EW~ BACKFILL EXCAVATED HOLE FOR DELTED BOX | 10092EX | TON | 0.00 | 175.000 | 175.000 | 175.000 | 11.66 | 2,040.50 | |||
8059 | EW~ MODIFY 42 IN HOLES TO 24 IN & 36 IN | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
8060 | EW~ 24 IN and 36 IN pipe collars | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
8061 | STORM SEWER PIPE-48 IN Thierman Lane Reconstruction | 00530 | LF | 0.00 | 24.000 | 259.000 | 259.000 | 213.40 | 55,270.60 | |||
8062 | EW~ Non-Production Costsassociated with Thierman Lane | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,031.06 | 1,031.06 | |||
8065 | EW~ Pavement Repair to Thierman Lane | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
8072 | STAKING Additional Staking and calculation. | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 1,570.25 | 0.00 | |||
8073 | EW~ Modifing, coring, or plugging holes in drop boxes | 10094NX | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
8074 | MODIFY BOX INLET modify boxes to shallower elevation to avoid sewer line | 22617NN | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
8075 | TIE-IN CONCRETE COLLAR | 03479 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 550.00 | 2,200.00 | |||
8076 | STORM SEWER PIPE-30 IN Additional pipe for Thierman Lane | 00526 | LF | 0.00 | 15.000 | 15.000 | 15.000 | 58.74 | 881.10 | |||
8077 | EW~ Realignment and added excavation for boxes F3, F2, E4, E3 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,437.50 | 3,437.50 | |||
8078 | CLEARING AND GRUBBING ADDITIONAL | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 78,613.00 | 78,613.00 | |||
8082 | CONNECT TO STORM SEWER STRUCTURE | 23794EC | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 934.35 | 0.00 | |||
8083 | EW~ Connect to Storm Sewer Pipe | 10094NX | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 494.35 | 0.00 | |||
8084 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
8085 | EW~ Blasting Cost incurred | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,588.52 | 8,588.52 | |||
8088 | REMOVE AND RESET HEADWALL D4 due to improper skew | 21423ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,048.47 | 1,048.47 | |||
8090 | STAKING Extra for Medians and Foeburn | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,534.50 | 1,534.50 | |||
8100 | STAKING Additional | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,570.25 | 1,570.25 | |||
8101 | CORED HOLE DRAINAGE BOX CON MODIFYING- PLUGGING-CORING | 23610NC | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 550.00 | 3,300.00 | |||
8102 | GRADE & DRAIN Grading & Excavation for Drives/Yards on Hubbards/Castleview | 09994E03 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,189.57 | 10,189.57 | |||
8103 | EARTHWORK Backfilling retaining wall along Westport-East of Beechwood | 20196ED | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,123.10 | 5,123.10 | |||
8104 | CLEARING AND GRUBBING Clearing / Grading Along Kroger Entrance For Sidewalk | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,156.76 | 1,156.76 | |||
8105 | REMOVE PAVEMENT Remove Temp Pavement in Foeburn Lane | 02091 | SQYD | 0.00 | 150.000 | 150.000 | 150.000 | 20.85 | 3,127.50 | |||
8109 | PAVING Repair, Mill and Resurface Parking Lot at Walden School | 09996N03 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 40,700.00 | 40,700.00 | |||
8110 | EW~ COMPLETION OF VARIOUS PROJECT CHANGES | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 19,600.00 | 19,600.00 | |||
8112 | CURB BOX INLET TYPE B MODIFIED Structure E2 - Sta 33+25 LT | 21546ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,205.77 | 5,205.77 | |||
8113 | CURB BOX INLET TYPE B MODIFIED Structure E13 - Sta 32+43 | 21546ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,692.30 | 4,692.30 | |||
8114 | CURB BOX INLET TYPE B MODIFIED Structure E1 - Sta 32+00 | 21546ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,469.10 | 4,469.10 | |||
8115 | CURB BOX INLET TYPE B MODIFIED Structure D14 Sta 31+00 | 21546ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,300.19 | 5,300.19 | |||
8116 | CURB BOX INLET TYPE B MODIFIED Structure D6 - Sta 29+50 | 21546ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,047.68 | 5,047.68 | |||
Project | DE05614470822 | Fed/State Project Number | STPM 8707 (024) | Category | 0003 SEWER | |||||||
1070 | SEWER PIPE-8 IN | 01052 | LF | 112.00 | 112.000 | 116.500 | 116.500 | 140.00 | 16,310.00 | |||
1080 | SEWER PIPE-10 IN | 01053 | LF | 80.00 | 80.000 | 91.000 | 91.000 | 140.00 | 12,740.00 | |||
1090 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
1100 | CONCRETE ENCASEMENT | 20096ES601 | CUYD | 14.00 | 14.000 | 9.000 | 9.000 | 150.00 | 1,350.00 | |||
1110 | MAINTAIN & CONTROL TRAFFIC FOEBURN LANE | 21741NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
1120 | MANHOLE-4 FT TYPE 1 WITH CASTING | 21918NN | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 6,000.00 | 72,000.00 | |||
1130 | MANHOLE-5 FT TYPE 1 WITH CASTING | 21919NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
1140 | SANITARY SEWER-18 IN RCP CLASS IV | 22991EN | LF | 2,095.00 | 0.000 | 181.800 | 181.800 | 215.00 | 39,087.00 | |||
1150 | SANITARY SEWER-18 IN RCP CLASS IV ROCK BORE WITH 36 INCH CASING PIPE | 22991EN | LF | 60.00 | 60.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1160 | SPECIAL OVERFLOW WEIR MANHOLE-5 FT | 22992NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
1170 | STONE BAG INLET PROTECTION | 22993NN | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
1180 | TEMP SEEDING AND MULCH ANCHORING | 22994EN | SQYD | 400.00 | 400.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
1190 | SANITARY SEWER SERVICE CONNECTION- 4 IN | 22995EN | LF | 42.00 | 42.000 | 72.000 | 72.000 | 80.00 | 5,760.00 | |||
1200 | SANITARY SEWER SERVICE CONNECTION- 6 IN | 22996EN | LF | 60.00 | 60.000 | 36.000 | 36.000 | 80.00 | 2,880.00 | |||
1210 | PERM PAVE RESTORATION FOR 18 IN PIPE | 22997EN | LF | 105.00 | 105.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
1220 | TEMP PAVE RESTORATION FOR 18 IN PIPE | 22998EN | LF | 94.00 | 94.000 | 325.000 | 325.000 | 65.00 | 21,125.00 | |||
1230 | TEMP PAVE RESTORATION FOR 10 IN PIPE | 22999EN | LF | 80.00 | 80.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
1240 | TEMP PAVE RESTORATION FOR 8 IN PIPE | 23000EN | LF | 28.00 | 28.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
1250 | ASPHALT RESURFACING-1 1/2 IN | 23001EN | SQYD | 415.00 | 415.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
1260 | COLOR PHOTOGRAPHS | 23002NN | EACH | 100.00 | 100.000 | 213.000 | 213.000 | 6.00 | 1,278.00 | |||
1270 | VIDEO RECORDING | 23003NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
1280 | PUMP STATION DEMOLITION | 23004NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
8014 | SEWER PIPE-18 IN | 01056 | LF | 0.00 | 2,095.000 | 2,095.000 | 2,095.000 | 214.79 | 449,985.05 | |||
8028 | EW~ CHIMNEY SEALS | 10094NX | EACH | 0.00 | 14.000 | 14.000 | 14.000 | 319.00 | 4,466.00 | |||
8035 | EW~ REMOVE EXISITING ENCASEMENT | 10090NX | LS | 0.00 | 1.000 | -1.000 | 2.000 | 1.000 | 1,700.60 | -1,700.60 | 1,700.60 | |
8052 | EW~ Lower Sanitary MH #19 | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
Project | DE05614470822 | Fed/State Project Number | STPM 8707 (024) | Category | 0004 UTILITIES | |||||||
1290 | MANHOLE TYPE A UTILITY VAULT | 01756 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 800.00 | 7,200.00 | |||
1300 | CONCRETE CAP TYPE A | 02556 | CUYD | 3.00 | 3.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
1310 | CONCRETE CAP TYPE B | 02556 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
1320 | CONCRETE CAP TYPE C | 02556 | CUYD | 22.00 | 22.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
1330 | CONDUIT-4 IN CONCRETE ENCASED | 04799 | LF | 965.00 | 965.000 | 1,485.000 | 1,485.000 | 55.00 | 81,675.00 | |||
1340 | CONDUIT-4 IN SAND ENCASED | 04799 | LF | 5,385.00 | 5,385.000 | 8,497.000 | 8,497.000 | 38.00 | 322,886.00 | |||
Project | DE05614470822 | Fed/State Project Number | STPM 8707 (024) | Category | 0005 SIGNALIZATION | |||||||
1350 | CONDUIT-1 1/4 IN | 04793 | LF | 529.00 | 529.000 | 465.000 | 465.000 | 7.00 | 3,255.00 | |||
1360 | CONDUIT-2 IN | 04795 | LF | 40.00 | 40.000 | 25.000 | 25.000 | 7.62 | 190.50 | |||
1370 | TRENCHING AND BACKFILLING | 04820 | LF | 484.00 | 484.000 | 480.000 | 480.000 | 3.50 | 1,680.00 | |||
1380 | LOOP WIRE | 04830 | LF | 2,950.00 | 2,950.000 | 2,898.000 | 2,898.000 | 0.25 | 724.50 | |||
1390 | CABLE-NO. 14/5C | 04844 | LF | 2,209.00 | 2,209.000 | 2,570.000 | 2,570.000 | 1.25 | 3,212.50 | |||
1400 | CABLE-NO. 14/7C | 04845 | LF | 625.00 | 625.000 | 635.000 | 635.000 | 1.25 | 793.75 | |||
1410 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,325.00 | 1,325.000 | 2,035.000 | 2,035.000 | 1.25 | 2,543.75 | |||
1420 | SIGNAL PEDESTAL | 04882 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 574.00 | 1,148.00 | |||
1430 | MESSENGER-10800 LB | 04885 | LF | 684.00 | 684.000 | 1,250.000 | 1,250.000 | 3.50 | 4,375.00 | |||
1440 | INSTALL LED SIGNAL 12 INCH | 04887 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 175.00 | 2,100.00 | |||
1450 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,100.00 | 1,100.000 | 1,099.000 | 1,099.000 | 11.00 | 12,089.00 | |||
1460 | PEDESTRIAN DETECTOR | 04900 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 235.00 | 2,350.00 | |||
1470 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,337.00 | 2,674.00 | |||
1480 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
1490 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,500.00 | 25,000.00 | |||
1500 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
1510 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 275.00 | 3,300.00 | |||
1520 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 210.00 | 1,260.00 | |||
1530 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 210.00 | 840.00 | |||
1540 | PEDESTAL POST | 23051NN | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
1550 | SPAN MOUNTED SIGN | 23052NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4.000 | 100.00 | 200.00 | 400.00 | |
1560 | ADVANCE BEACON CONTROL | 23053NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,520.00 | 16,520.00 | |||
1570 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 300.00 | 2,400.00 | |||
Project | DE05614470822 | Fed/State Project Number | STPM 8707 (024) | Category | 0006 WATERLINE | |||||||
1580 | STEEL ENCASEMENT PIPE-16 IN | 01073 | LF | 170.00 | 170.000 | 145.000 | 145.000 | 260.00 | 37,700.00 | |||
1590 | STEEL ENCASEMENT PIPE-20 IN AT HUBBARDS LANE | 01076 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 500.00 | 50,000.00 | |||
1600 | STEEL ENCASEMENT PIPE-20 IN NEAR WALDEN SCHOOL | 01076 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 800.00 | 60,000.00 | |||
1610 | DUCTILE IRON PIPE-4 IN | 01091 | LF | 775.00 | 775.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
1620 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 85.00 | 85.000 | 85.500 | 85.500 | 50.00 | 4,275.00 | |||
1630 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 675.00 | 675.000 | 669.500 | 669.500 | 55.00 | 36,822.50 | |||
1640 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 3,925.00 | 3,925.000 | 3,959.500 | 3,959.500 | 115.00 | 455,342.50 | |||
1650 | REMOVE FIRE HYDRANT | 03434 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
1660 | TIE-IN 6 IN | 03466 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 2,500.00 | 25,000.00 | |||
1670 | TIE-IN 8 IN | 03468 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
1680 | TIE-IN 12 IN | 03472 | EACH | 18.00 | 18.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
1690 | GATE VALVE-4 IN | 03524 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
1700 | GATE VALVE-6 IN | 03526 | EACH | 19.00 | 19.000 | 18.000 | 18.000 | 200.00 | 3,600.00 | |||
1710 | GATE VALVE-8 IN | 03528 | EACH | 17.00 | 17.000 | 7.000 | 7.000 | 1,000.00 | 7,000.00 | |||
1720 | GATE VALVE-12 IN | 03532 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 3,000.00 | 54,000.00 | |||
1730 | BEND 45 DEG 12 IN | 03556 | EACH | 24.00 | 24.000 | 32.000 | 32.000 | 1,200.00 | 38,400.00 | |||
1740 | BEND 90 DEG 12 IN | 03562 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
1750 | PRESTRESSED CONC PIPE-48 IN | 20101ES810 | LF | 1,390.00 | 1,390.000 | 1,382.500 | 1,382.500 | 665.00 | 919,362.50 | |||
1760 | CLOSURE-48 IN | 20102EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 14,000.00 | 28,000.00 | |||
1770 | ACCESS MANHOLE W/2 IN OUTLET | 20106ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
1780 | BEND 22.5 DEG 48 IN AND UNDER | 20109EC | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 7,000.00 | 49,000.00 | |||
1790 | BEND 22.5 DEG 48 IN AND UP | 20109EC | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 9,000.00 | 72,000.00 | |||
1800 | PRESSURE TEST BULKHEAD-48 IN | 20113EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 14,000.00 | 28,000.00 | |||
1810 | SNAP RING JOINT-48 IN PCCP | 20115EC | EACH | 65.00 | 65.000 | 80.000 | 80.000 | 1,150.00 | 92,000.00 | |||
1820 | ACCESS MANHOLE VAULT | 20153EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
1830 | DRAIN ASSEMBLY 8 INCH | 20154ND | EACH | 11.00 | 11.000 | 8.000 | 8.000 | 8,000.00 | 64,000.00 | |||
1840 | INSTALL FIRE HYDRANT | 20329EC | EACH | 11.00 | 11.000 | 13.000 | 13.000 | 1,420.00 | 18,460.00 | |||
1850 | STEEL ENCASEMENT PIPE-48 IN AT 4187 WESTPORT ROAD | 20429EC | LF | 60.00 | 60.000 | 60.000 | 60.000 | 1,150.00 | 69,000.00 | |||
1860 | STEEL ENCASEMENT PIPE-48 IN NEAR AMBRIDGE CIRCLE | 20429EC | LF | 80.00 | 80.000 | 80.000 | 80.000 | 1,080.00 | 86,400.00 | |||
1870 | CUT AND PLUG 16 IN | 20707ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,125.00 | 0.00 | |||
1880 | TEE 12 IN X 12 IN | 20821ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 615.00 | 2,460.00 | |||
1890 | ANCHOR TEE 12 IN X 6 IN HYDRANT VALVE | 20823ND | EACH | 8.00 | 8.000 | 15.000 | 15.000 | 710.00 | 10,650.00 | |||
1900 | REDUCER 12 IN X 8 IN | 20824ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 375.00 | 375.00 | |||
1910 | TEE 12 IN X 8 IN | 21094ND | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 660.00 | 2,640.00 | |||
1920 | REDUCER 12 IN X 4 IN | 21098ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
1930 | CAP 12 IN | 21099ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 375.00 | 750.00 | |||
1940 | CUT AND PLUG 6 IN | 21114ND | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 2,010.00 | 20,100.00 | |||
1950 | AIR RELEASE VALVE ASSEMBLY-2 IN INSTALL CONCRETE MAIN | 21228ND | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,620.00 | 10,480.00 | |||
1960 | AIR RELEASE VALVE ASSEMBLY-2 IN INSTALL DI MAIN | 21228ND | EACH | 6.00 | 6.000 | 11.000 | 11.000 | 2,620.00 | 28,820.00 | |||
1970 | DUCTILE IRON PIPE-30 IN W CONCRETE THRUST BLOCK | 21236ED | LF | 1,663.00 | 1,663.000 | 2,130.200 | 2,130.200 | 320.00 | 681,664.00 | |||
1980 | DUCTILE IRON PIPE-30 IN | 21236ED | LF | 4,527.00 | 4,527.000 | 4,168.370 | 4,168.370 | 270.00 | 1,125,459.90 | |||
1990 | CUT AND PLUG-8 IN | 21382ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,240.00 | 11,200.00 | |||
2000 | RELOCATE SHORT SERVICE 1.5 INCH | 23089ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 920.00 | 920.00 | |||
2010 | RELOCATE SHORT SERVICE 2 INCH | 23089ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,030.00 | 2,060.00 | |||
2020 | RELOCATE SHORT SERVICE 4 INCH | 23089ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,670.00 | 1,670.00 | |||
2030 | RELOCATE SHORT SERVICE UNDER 1 INCH | 23089ND | EACH | 22.00 | 22.000 | 15.000 | 15.000 | 1,000.00 | 15,000.00 | |||
2040 | RELOCATE LONG SERVICE 2 INCH | 23090ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
2050 | RELOCATE LONG SERVICE UNDER 1 INCH | 23090ND | EACH | 3.00 | 3.000 | 8.000 | 8.000 | 5,185.00 | 41,480.00 | |||
2060 | RELOCATE SHORT-6 IN FS | 23091ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
2070 | RELOCATE SHORT-8 IN FS | 23092ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,785.00 | 0.00 | |||
2080 | PLUG-12 IN 2 INCH BLOW OFF | 23093ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 660.00 | 0.00 | |||
2090 | PLUG-12 IN MJ | 23093ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 336.00 | 0.00 | |||
2100 | REDUCER-12 IN X 6 IN | 23094ND | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
2110 | BEND 5.625 DEG-30 IN W RESTRAINED JOINTS | 23096ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,275.00 | 0.00 | |||
2120 | BEND 11.25 DEG-30 IN | 23097ND | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 7,165.00 | 28,660.00 | |||
2130 | BEND 22.5 DEG-30 IN | 23098ND | EACH | 14.00 | 14.000 | 10.000 | 10.000 | 9,000.00 | 90,000.00 | |||
2140 | BEND 45 DEG-30 IN | 23099ND | EACH | 22.00 | 22.000 | 21.000 | 21.000 | 10,000.00 | 210,000.00 | |||
2150 | SOLID SLEEVE-30 IN | 23100ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,770.00 | 4,770.00 | |||
2160 | CAP-30 IN | 23102ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
2170 | CAP-30 IN W 2 INCH OPENING | 23102ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 5,200.00 | 10,400.00 | |||
2180 | TEE-30 IN X 12 IN | 23103ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,800.00 | 17,600.00 | |||
2190 | GATE VALVE-30 IN | 23104ND | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 32,000.00 | 96,000.00 | |||
2200 | FIRE HYDRANT BLOW-OFF | 23105ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 730.00 | 0.00 | |||
2210 | CAP-16 IN | 23106ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,135.00 | 0.00 | |||
2220 | CUT AND PLUG-24 IN | 23107ND | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 6,000.00 | 30,000.00 | |||
2230 | REMOVAL AND DISPOSAL OF PCCP | 23108ED | LF | 200.00 | 200.000 | 200.000 | 200.000 | 50.00 | 10,000.00 | |||
2240 | TANGENT FLANGED NECK OUTLET-8 IN | 23109ND | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 4,840.00 | 14,520.00 | |||
2250 | TANGENT FLANGED NECK OUTLET-4 IN | 23110ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,660.00 | 0.00 | |||
2260 | STEEL ENCASEMENT PIPE-72 IN | 23111ED | LF | 75.00 | 75.000 | 75.000 | 75.000 | 3,850.00 | 288,750.00 | |||
2270 | GATE VALVE-48 IN | 23112ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 80,950.00 | 80,950.00 | |||
2280 | CUT AND PLUG-48 IN | 23113ND | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 12,830.00 | 51,320.00 | |||
2290 | LCP SNAP RING HALF BEVEL ADAPTER-48 IN | 23114ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,815.00 | 7,630.00 | |||
2300 | LCP SNAP RING FULL BEVEL ADAPTER-48 IN | 23115ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,325.00 | 10,650.00 | |||
2310 | LCP SNAP RING SHORT PIPE-48 IN 4 FEET LAYING LENGTH | 23116ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,800.00 | 9,800.00 | |||
2320 | LCP SNAP RING SHORT PIPE-48 IN 6 FEET LAYING LENGTH | 23116ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,100.00 | 12,100.00 | |||
2330 | DRAIN FLUSHING ASSEMBLY-8 IN | 23117ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,360.00 | 4,720.00 | |||
2340 | VALVE BOX AND LID FOR 30 IN AND 48 IN GATE VALVES | 23129ND | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 360.00 | 1,440.00 | |||
2350 | PLUG-4 IN W/FLUSHING CONNECTION | 23132ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,940.00 | 0.00 | |||
2360 | RESTRAINED JOINT GASKET-12 IN | 23133ND | EACH | 135.00 | 135.000 | 16.000 | 16.000 | 165.00 | 2,640.00 | |||
8012 | EW~ REDIRECT 8 IN DIP | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,771.00 | 1,771.00 | |||
8015 | EW~ CONCRETE PAD UNDER TANGENTIAL OUTLET | 10094NX | EACH | 0.00 | 7.000 | 6.000 | 6.000 | 990.00 | 5,940.00 | |||
8026 | EW~ REDIRECT 12 IN DIP | 10094NX | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 1,045.00 | 4,180.00 | |||
8027 | EW~ REDIRECT 12 IN DIP (BEECHWOOD AVE) | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,860.00 | 2,860.00 | |||
8030 | EW~ GATE VALVE CONCRETE ANCHOR | 10094NX | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,585.00 | 7,755.00 | |||
8031 | EW~ REDIRECT 8 IN DIP (AMBRIDGE DR) | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,087.50 | 5,087.50 | |||
8032 | EW~ REDIRECT 6 IN WATER (WESTPORT TERRACE) | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,631.00 | 4,631.00 | |||
8034 | EW~ REMOVE MANHOLE & CAP 48 IN WATERLINE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,913.90 | 2,913.90 | |||
8048 | EW~ 8 IN RELCOATION INVESTIGATION AT AMBRIDGE DR | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,395.25 | 2,395.25 | |||
8050 | EW~ REALIGN 30 IN DIP UTILITY CONFLICT | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,103.00 | 4,103.00 | |||
8066 | EW~ 48 IN PCCP CONCRETE PAD | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,045.00 | 1,045.00 | |||
8067 | COST PLUS WORK STORM SEWER & 48 IN PCCP Conflict | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,335.00 | 3,335.00 | |||
8079 | COST PLUS WORK Adjust Waterline at Walden School | 10080NSD | DOLL | 0.00 | 6,435.000 | 6,435.000 | 6,435.000 | 1.00 | 6,435.00 | |||
8081 | ADJUST FIRE HYDRANT | 03426 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 990.00 | 1,980.00 | |||
8086 | ADJUST WATER LINE 6 IN WESTPORT DRIVE | 03421 | LF | 0.00 | 85.000 | 85.000 | 85.000 | 37.85 | 3,217.25 | |||
8087 | TRANSFER SERVICE Remove and Reconnect Service on 6 in line - Westport Drive | 20150EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 495.00 | 495.00 | |||
Project | DE05614470822 | Fed/State Project Number | STPM 8707 (024) | Category | 0007 NON PARTICAPATING FEDERAL FUNDS | |||||||
8089 | EW~ NONPARTICIPATING-STOCKPILE SURPLUS PRECAST UNITS | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,560.81 | 2,560.81 | |||
SUBTOT | $124,224.24 |
$50,004,042.51 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |