|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:05/14/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091040 | Estimate Number | 0062 | Estimate Type FINAL | |||
| District Office | BOWLING GREEN (03320) Kidd, Benjamin P. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | ADDR SN 0 VC Code VC0000092418 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 01/12/2013 TO 04/22/2013 | ||||||
| Date Approved | 05/14/2013 | ||||||
| Primary Proj Number | DE00500680940 | ||||||
| Project No. | ARRA 3013(012) | ||||||
| Primary County | BARREN | ||||||
| Name of Road | ARRA GLASGOW OUTER LOOP NEW ROUTE | ||||||
| Description | GLASGOW OUTER LOOP FROM US68 TO THE LOUIE B. NUNN PARKWAY EAST OF GLASGOW | ||||||
| Date Let | 06/12/2009 | Formal Acceptance | 04/25/2012 | ||||
| Date Awarded | 06/23/2009 | Date Work Began | 07/22/2009 | ||||
| Date Contract Executed | 07/14/2009 | Open To Traffic | 11/25/2011 | ||||
| Date NTP Issued | 07/14/2009 | Actual Completion Date | 11/25/2011 | ||||
| Current Contract Amount | $15,529,823.41 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,730,845.59 |
Total Earnings | $15,525,814.63 |
$15,474,104.63 |
$51,710.00 |
|
| Percent Complete | 99.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $4,008.78 |
Gross Earnings | $15,525,814.63 |
$15,474,104.63 |
$51,710.00 |
|
| Total Change Orders | $1,798,977.82 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $15,525,814.63 |
$15,474,104.63 |
$51,710.00 |
|||
| Contract Id | 091040 | Change Order Summary |
County | BARREN | ||||||
| Estimate Nbr | 0062 | Project Number | ARRA 3013(012) | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 01/12/2013 TO 04/22/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Temporary Erosion Control Lump Sum | Approved | 10/29/2009 | $-48,148.71 | 0.0 | |||||
| 002 | Clearing and Grubbing Overrun | Approved | 01/28/2010 | $101,485.64 | 0.0 | |||||
| 003 | Traffic Signal and Roadway Lighting Overrun | Approved | 06/21/2010 | $456,002.57 | 10.0 | |||||
| 004 | Lot Pay, Ride Qual, Liqu. Dam, Fuel and Asph Adjust Override | Approved | 04/22/2010 | $0.01 | 0.0 | |||||
| 005 | Non Spec Material and Pipe Deflection Deduct Override | Approved | 04/22/2010 | $0.00 | 0.0 | |||||
| 006 | Offset Turn Lanes / Undercut | Approved | 05/31/2011 | $85,257.29 | 2.0 | |||||
| 007 | Resurface L. B. Nunn Parkway | Approved | 08/24/2011 | $275,581.56 | 6.0 | |||||
| 008 | Slide Repair/ High Mast Lighting Service Upgrade/ Cost Plus | Approved | 09/14/2011 | $240,315.46 | 5.0 | |||||
| 009 | Funds for Fuel and Asphalt Adjustments | Approved | 10/24/2011 | $600,000.00 | 0.0 | |||||
| 010 | Bituminous Base Overrun and Cl. IV Channel Lining | Approved | 01/04/2013 | $88,484.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 091040 | COMMONWEALTH OF KENTUCKY |
County | BARREN | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE00500680940 | |||||||
| Estimate Nbr | 0062 | Period | 01/12/2013 TO 04/22/2013 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 18.00 | 18.000 | 24.340 | 24.340 | 72.77 | 1,771.22 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 25.00 | 25.000 | 421.770 | 421.770 | 79.00 | 33,319.83 | |||
| 0030 | ENTRANCE PIPE-15 IN | 00440 | LF | 239.00 | 239.000 | 239.000 | 239.000 | 35.10 | 8,388.90 | |||
| 0040 | ENTRANCE PIPE-18 IN | 00441 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 38.07 | 2,893.32 | |||
| 0050 | ENTRANCE PIPE-24 IN | 00443 | LF | 164.00 | 164.000 | 164.000 | 164.000 | 48.81 | 8,004.84 | |||
| 0060 | ENTRANCE PIPE-30 IN | 00445 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 67.62 | 2,434.32 | |||
| 0070 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 54.85 | 1,535.80 | |||
| 0080 | CULVERT PIPE-15 IN | 00461 | LF | 1,178.00 | 1,175.000 | 1,161.000 | 1,161.000 | 48.51 | 56,320.11 | |||
| 0090 | CULVERT PIPE-18 IN | 00462 | LF | 107.00 | 107.000 | 107.000 | 107.000 | 65.44 | 7,002.08 | |||
| 0100 | CULVERT PIPE-24 IN | 00464 | LF | 52.00 | 134.500 | 57.000 | 57.000 | 75.39 | 4,297.23 | |||
| 0110 | CULVERT PIPE-30 IN | 00466 | LF | 453.00 | 453.000 | 453.000 | 453.000 | 69.50 | 31,483.50 | |||
| 0120 | CULVERT PIPE-36 IN | 00468 | LF | 272.00 | 284.000 | 287.000 | 287.000 | 69.55 | 19,960.85 | |||
| 0130 | CULVERT PIPE-42 IN | 00469 | LF | 375.00 | 375.000 | 375.000 | 375.000 | 75.04 | 28,140.00 | |||
| 0140 | CULVERT PIPE-48 IN | 00470 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 141.62 | 3,965.36 | |||
| 0150 | CULVERT PIPE-54 IN | 00471 | LF | 364.00 | 364.000 | 364.000 | 364.000 | 113.50 | 41,314.00 | |||
| 0160 | CULVERT PIPE-72 IN | 00474 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 171.32 | 23,984.80 | |||
| 0170 | STORM SEWER PIPE-15 IN | 00521 | LF | 677.00 | 677.000 | 675.000 | 675.000 | 50.00 | 33,750.00 | |||
| 0180 | STORM SEWER PIPE-18 IN | 00522 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 32.72 | 0.00 | |||
| 0190 | STORM SEWER PIPE-24 IN | 00524 | LF | 22.00 | 22.000 | 130.000 | 130.000 | 114.15 | 14,839.50 | |||
| 0200 | PERFORATED PIPE-4 IN | 01000 | LF | 1,941.00 | 1,941.000 | 854.000 | 854.000 | 11.79 | 10,068.66 | |||
| 0210 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 188.00 | 188.000 | 68.000 | 68.000 | 11.88 | 807.84 | |||
| 0220 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 12.00 | 12.000 | 7.000 | 7.000 | 331.78 | 2,322.46 | |||
| 0230 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 5.00 | 5.000 | 9.000 | 9.000 | 359.37 | 3,234.33 | |||
| 0240 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 357.92 | 0.00 | |||
| 0250 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 1,500.00 | 15,000.00 | |||
| 0260 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,330.00 | 6,990.00 | |||
| 0270 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,900.00 | 5,800.00 | |||
| 0280 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 0290 | CURB BOX INLET TYPE A | 01456 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,300.00 | 16,500.00 | |||
| 0300 | CURB BOX INLET TYPE B | 01480 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,200.00 | 19,200.00 | |||
| 0310 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
| 0320 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 0330 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0340 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,400.00 | 3,400.00 | |||
| 0350 | DROP BOX INLET TYPE 5B | 01505 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,200.00 | 22,400.00 | |||
| 0360 | DROP BOX INLET TYPE 5D | 01511 | EACH | 3.00 | 4.000 | 3.000 | 3.000 | 3,200.00 | 9,600.00 | |||
| 0370 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0380 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0390 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0400 | STANDARD CURB AND GUTTER | 01810 | LF | 489.00 | 489.000 | 524.900 | 524.900 | 25.00 | 13,122.50 | |||
| 0410 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 1,255.00 | 1,255.000 | 1,246.250 | 1,246.250 | 25.00 | 31,156.25 | |||
| 0420 | ISLAND INTEGRAL CURB | 01845 | LF | 253.50 | 253.500 | 277.500 | 277.500 | 24.00 | 6,660.00 | |||
| 0430 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 1,070.00 | 1,070.000 | 856.000 | 856.000 | 29.00 | 24,824.00 | |||
| 0440 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 80.00 | 80.000 | 116.000 | 116.000 | 5.10 | 591.60 | |||
| 0450 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 38.00 | 38.000 | 45.000 | 45.000 | 5.10 | 229.50 | |||
| 0460 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 981.00 | 981.000 | 488.000 | 488.000 | 5.38 | 2,625.44 | |||
| 0470 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 60.00 | 60.000 | 18.000 | 18.000 | 5.12 | 92.16 | |||
| 0480 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 596.00 | 1,200.000 | 1,200.000 | 1,200.000 | 4.00 | 4,800.00 | |||
| 0490 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 5.000 | 2.000 | 7.000 | 250.00 | 1,250.00 | 1,750.00 | |
| 0500 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 128.00 | 128.000 | 160.290 | 160.290 | 55.00 | 8,815.95 | |||
| 0510 | TEMP DITCH | 02159 | LF | 7,034.19 | 0.000 | 0.000 | 0.000 | 0.87 | 0.00 | |||
| 0520 | GRANULAR EMBANKMENT | 02223 | CUYD | 200.00 | 3,520.000 | 3,518.817 | 3,518.817 | 28.41 | 99,969.59 | |||
| 0530 | EMBANKMENT IN PLACE | 02230 | CUYD | 852,556.00 | 882,610.710 | 882,610.710 | 882,610.710 | 2.98 | 2,630,179.91 | |||
| 0540 | WATER | 02242 | MGAL | 266.00 | 266.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0550 | FENCE-TEMP | 02259 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 3.40 | 0.00 | |||
| 0560 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 17,213.00 | 17,213.000 | 18,265.000 | 18,265.000 | 5.71 | 104,293.15 | |||
| 0570 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 15,750.00 | 15,725.000 | 16,158.750 | 16,158.750 | 13.58 | 219,435.82 | |||
| 0580 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 300.00 | 200.000 | 200.000 | 200.000 | 22.85 | 4,570.00 | |||
| 0590 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 38.75 | 193.75 | |||
| 0600 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0610 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,060.00 | 10,120.00 | |||
| 0620 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 11.000 | 12.000 | 12.000 | 530.00 | 6,360.00 | |||
| 0630 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 740.00 | 0.00 | |||
| 0640 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 575.00 | 1,150.00 | |||
| 0650 | REMOVE GUARDRAIL | 02381 | LF | 3,515.00 | 3,515.000 | 3,991.250 | 3,991.250 | 1.57 | 6,266.26 | |||
| 0660 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 4.000 | 4.000 | 4.000 | 350.00 | 1,400.00 | |||
| 0670 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 9.000 | 8.000 | 8.000 | 2,070.00 | 16,560.00 | |||
| 0680 | TEMP GUARDRAIL | 02397 | LF | 337.50 | 337.500 | 340.000 | 340.000 | 12.15 | 4,131.00 | |||
| 0690 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 99.00 | 99.000 | 83.000 | 83.000 | 98.70 | 8,192.10 | |||
| 0700 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 8.000 | 0.000 | 8.000 | 57.50 | 460.00 | 460.00 | |
| 0710 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,328.99 | 1,328.99 | |||
| 0720 | CHANNEL LINING CLASS IV | 02488 | CUYD | 474.00 | 1,774.000 | 1,740.000 | 1,740.000 | 18.93 | 32,938.20 | |||
| 0730 | CLEARING AND GRUBBING 65.3 ACRES | 02545 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 61,270.00 | 0.00 | |||
| 0740 | SIGNS | 02562 | SQFT | 1,782.50 | 1,782.500 | 1,809.000 | 1,809.000 | 4.81 | 8,701.29 | |||
| 0750 | EDGE KEY | 02585 | LF | 167.68 | 167.680 | 124.500 | 124.500 | 9.30 | 1,157.85 | |||
| 0760 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 14,000.00 | 14,000.000 | 9,126.640 | 9,126.640 | 0.90 | 8,213.97 | |||
| 0770 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 400.00 | 2,000.000 | 3,471.400 | 3,471.400 | 1.09 | 3,783.82 | |||
| 0780 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 9,513.00 | 9,513.000 | 4,978.230 | 4,978.230 | 2.00 | 9,956.46 | |||
| 0790 | HANDRAIL-TYPE A-1 | 02611 | LF | 180.00 | 180.000 | 178.250 | 178.250 | 57.00 | 10,160.25 | |||
| 0800 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,180.27 | 135,180.27 | |||
| 0810 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,074.57 | 0.00 | |||
| 0820 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,000.00 | 40,000.00 | |||
| 0830 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0840 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0850 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0860 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 352.00 | 352.000 | 375.020 | 375.020 | 45.00 | 16,875.90 | |||
| 0870 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 41,250.00 | 41,250.00 | |||
| 0880 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0890 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,570.00 | 3,140.00 | |||
| 0900 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,380.00 | 10,760.00 | |||
| 0910 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 9,810.00 | 9,810.000 | 9,920.000 | 9,920.000 | 42.71 | 423,683.20 | |||
| 0920 | STEEL PIPE-2 1/2 IN | 03340 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0930 | STEEL PIPE-4 IN | 03343 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0940 | EROSION CONTROL BLANKET | 05950 | SQYD | 107,277.00 | 131,127.000 | 180,258.630 | 180,258.630 | 1.19 | 214,507.76 | |||
| 0950 | TOPDRESSING FERTILIZER | 05966 | TON | 9.80 | 16.300 | 9.800 | 9.800 | 732.00 | 7,173.60 | |||
| 0960 | SEEDING AND PROTECTION | 05985 | SQYD | 66,405.00 | 192,245.000 | 158,464.270 | 158,464.270 | 0.38 | 60,216.42 | |||
| 0970 | SODDING | 05990 | SQYD | 15,500.00 | 15,500.000 | 5,106.000 | 5,106.000 | 4.42 | 22,568.52 | |||
| 0980 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 40,180.00 | 40,180.000 | 66,989.000 | 66,989.000 | 0.17 | 11,388.13 | |||
| 0990 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 13,570.00 | 13,570.000 | 23,147.000 | 23,147.000 | 0.19 | 4,397.93 | |||
| 1000 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 55,596.00 | 56,664.000 | 67,200.000 | 67,200.000 | 0.19 | 12,768.00 | |||
| 1010 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 23,252.00 | 47,328.000 | 66,127.000 | 66,127.000 | 0.21 | 13,886.67 | |||
| 1020 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 960.00 | 1,880.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 1030 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 19,430.00 | 19,430.000 | 15,830.000 | 15,830.000 | 0.47 | 7,440.10 | |||
| 1040 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 19,450.00 | 19,450.000 | 15,153.000 | 15,153.000 | 0.69 | 10,455.57 | |||
| 1050 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 1.79 | 0.00 | |||
| 1060 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 471.00 | 471.000 | 685.000 | 685.000 | 17.50 | 11,987.50 | |||
| 1070 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 28,249.00 | 28,249.000 | 0.000 | 0.000 | 0.59 | 0.00 | |||
| 1080 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 36.00 | 36.000 | 69.000 | 69.000 | 119.95 | 8,276.55 | |||
| 1090 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 179.95 | 0.00 | |||
| 1100 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 44.00 | 144.000 | 72.000 | 72.000 | 6.95 | 500.40 | |||
| 1110 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 111.00 | 111.000 | 190.000 | 190.000 | 21.95 | 4,170.50 | |||
| 1120 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 280.00 | 280.000 | 207.000 | 207.000 | 21.95 | 4,543.65 | |||
| 1130 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 408.00 | 568.000 | 417.000 | 417.000 | 21.95 | 9,153.15 | |||
| 1140 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 155.00 | 155.000 | 157.000 | 157.000 | 21.95 | 3,446.15 | |||
| 1150 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 150.00 | 150.000 | 123.000 | 123.000 | 5.00 | 615.00 | |||
| 1160 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 404.00 | 404.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1170 | CONCRETE-CLASS A | 08100 | CUYD | 152.10 | 152.100 | 169.500 | 169.500 | 670.00 | 113,565.00 | |||
| 1180 | STEEL REINFORCEMENT | 08150 | LB | 7,135.50 | 7,135.500 | 7,521.760 | 7,521.760 | 1.25 | 9,402.20 | |||
| 1190 | GRANULAR PILE CORE | 20209EP69 | CUYD | 1,022.00 | 1,022.000 | 188.240 | 188.240 | 44.67 | 8,408.68 | |||
| 1200 | PNEUMATIC BACKSTOWING | 20667ED | TON | 50.00 | 50.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1210 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,975.00 | 9,950.00 | |||
| 1220 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 3,402.00 | 3,402.000 | 656.000 | 656.000 | 4.77 | 3,129.12 | |||
| 1240 | BORE AND JACK PIPE | 21661ES706 | LF | 43.00 | 47.000 | 47.000 | 47.000 | 400.00 | 18,800.00 | |||
| 1250 | ARCHITECTURAL TREATMENT (REVISED: 6-9-09) | 23026ED | SQYD | 132.00 | 132.000 | 132.000 | 132.000 | 90.00 | 11,880.00 | |||
| 1260 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,840.00 | 1,840.000 | 1,895.000 | 1,895.000 | 4.87 | 9,228.65 | |||
| 1280 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 20.00 | 20.000 | 16.000 | 16.000 | 25.00 | 400.00 | |||
| 2750 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 100.00 | 100.000 | 177.680 | 177.680 | 35.55 | 6,316.52 | |||
| 2760 | TEMP SILT FENCE | 02701 | LF | 7,034.19 | 0.000 | 0.000 | 0.000 | 1.81 | 0.00 | |||
| 2770 | SILT TRAP TYPE A | 02703 | EACH | 65.30 | 0.000 | 0.000 | 0.000 | 376.46 | 0.00 | |||
| 2780 | SILT TRAP TYPE B | 02704 | EACH | 65.30 | 0.000 | 0.000 | 0.000 | 94.17 | 0.00 | |||
| 2790 | SILT TRAP TYPE C | 02705 | EACH | 65.30 | 0.000 | 0.000 | 0.000 | 288.93 | 0.00 | |||
| 2800 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 196.00 | 0.000 | 0.000 | 0.000 | 33.15 | 0.00 | |||
| 2810 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 196.00 | 0.000 | 0.000 | 0.000 | 33.15 | 0.00 | |||
| 2820 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 196.00 | 0.000 | 0.000 | 0.000 | 44.30 | 0.00 | |||
| 2830 | CLEAN TEMP SILT FENCE | 02709 | LF | 7,034.19 | 0.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 2840 | TEMP MULCH | 05952 | SQYD | 186,601.00 | 0.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 2850 | TEMP SEEDING AND PROTECTION (REVISED: 6-2-09) | 05953 | SQYD | 186,601.00 | 0.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 2860 | CONCRETE-CLASS B (REVISED: 6-9-09) | 02555 | CUYD | 230.00 | 230.000 | 148.800 | 148.800 | 350.00 | 52,080.00 | |||
| 8000 | EROSION CONTROL | 21415ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 8001 | CLEARING AND GRUBBING CLEARING AND GRUBBING | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 85,665.41 | 85,665.41 | |||
| 8002 | PAVEMENT MARKER TY IVA-BW TEMP | 06587 | EACH | 0.00 | 100.000 | 89.000 | 89.000 | 6.95 | 618.55 | |||
| 8005 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 31,150.00 | 249,200.00 | |||
| 8006 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 11,530.00 | 0.00 | |||
| 8007 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 0.00 | 48.000 | 48.000 | 48.000 | 1,015.00 | 48,720.00 | |||
| 8008 | CONDUIT-3 1/2 IN | 04798 | LF | 0.00 | 1,350.000 | 1,400.000 | 1,400.000 | 16.35 | 22,890.00 | |||
| 8009 | MARKER | 04800 | EACH | 0.00 | 12.000 | 15.000 | 15.000 | 184.25 | 2,763.75 | |||
| 8010 | TRENCHING AND BACKFILLING ROADWAY LIGHTING CONSTRUCTION REVISION | 04820 | LF | 0.00 | 6,850.000 | 6,833.000 | 6,833.000 | 4.25 | 29,040.25 | |||
| 8011 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 0.00 | 3,100.000 | 2,898.000 | 2,898.000 | 3.20 | 9,273.60 | |||
| 8012 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 0.00 | 3,700.000 | 3,599.000 | 3,599.000 | 4.25 | 15,295.75 | |||
| 8013 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 0.00 | 5,000.000 | 4,620.000 | 4,620.000 | 6.35 | 29,337.00 | |||
| 8014 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 1,290.00 | 11,610.00 | |||
| 8015 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 500.000 | 510.000 | 510.000 | 55.00 | 28,050.00 | |||
| 8016 | HIGH MAST LOWERING DEVICE | 21568NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,215.00 | 4,215.00 | |||
| 8017 | POLE BASE-HIGH MAST | 23161EN | CUYD | 0.00 | 72.720 | 72.360 | 72.360 | 816.00 | 59,045.76 | |||
| 8018 | STAKING ROADWAY LIGHTING CONSTRUCTION REVISION | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,400.00 | 5,400.00 | |||
| 8019 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -1,534.141 | -1,534.141 | 1.00 | -1,534.14 | |||
| 8020 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8021 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | -450.000 | -450.000 | 1.00 | -450.00 | |||
| 8022 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 250,000.001 | 224,157.510 | 224,157.510 | 1.00 | 224,157.51 | |||
| 8023 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 350,000.001 | 305,703.850 | 305,703.850 | 1.00 | 305,703.85 | |||
| 8024 | PIPE DEFLECTION DEDUCTION | 10065NS | DOLL | 0.00 | 0.001 | -6,673.000 | -6,673.000 | 1.00 | -6,673.00 | |||
| 8025 | BRIDGE DECK RIDE QUALITY | 10061NS | DOLL | 0.00 | 0.001 | -4,975.090 | -4,975.090 | 1.00 | -4,975.09 | |||
| 8027 | JUNCTION BOX-MOD | 01651 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
| 8028 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -2,645.920 | -2,645.920 | 1.00 | -2,645.92 | |||
| 8029 | PIPE DEFLECTION DEDUCTION | 10065NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8030 | ASPH PAVE MILLING & TEXTURING REVISED ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 393.500 | 603.520 | 603.520 | 44.00 | 26,554.88 | |||
| 8031 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 1,000.000 | 790.050 | 790.050 | 31.50 | 24,886.57 | |||
| 8032 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 3,000.000 | 3,025.980 | 3,025.980 | 28.00 | 84,727.44 | |||
| 8033 | POLE W/SECONDARY CONTROL EQUIP (REVISED) | 04760 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 22,233.01 | 22,233.01 | |||
| 8034 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 12,634.550 | 12,634.550 | 12,634.550 | 1.00 | 12,634.55 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0002 DEMOB | |||||||
| 1290 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 550,000.00 | 550,000.00 | |||
| 1300 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 200,000.00 | 50,000.00 | 200,000.00 | |
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0005 PAVING ALT 3-ASPHALT | |||||||
| 1520 | CRUSHED STONE BASE | 00003 | TON | 55,224.00 | 55,491.670 | 57,348.760 | 57,348.760 | 15.31 | 878,009.51 | |||
| 1530 | TRAFFIC BOUND BASE | 00020 | TON | 465.00 | 465.000 | 72.490 | 72.490 | 22.00 | 1,594.78 | |||
| 1540 | ASPHALT SEAL AGGREGATE | 00100 | TON | 224.00 | 219.000 | 374.040 | 374.040 | 60.00 | 22,442.40 | |||
| 1550 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,594.00 | 7,920.990 | 8,934.470 | 8,934.470 | 51.10 | 456,551.41 | |||
| 1560 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 35,803.00 | 35,908.000 | 36,228.090 | 36,228.090 | 46.80 | 1,695,474.61 | |||
| 1570 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 25.00 | 24.000 | 41.290 | 41.290 | 769.00 | 31,752.01 | |||
| 1580 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 3,482.00 | 4,329.000 | 4,381.960 | 4,381.960 | 66.40 | 290,962.14 | |||
| 1590 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 7,285.00 | 11,298.000 | 11,395.010 | 11,395.010 | 62.55 | 712,757.87 | |||
| 1600 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 240,395.00 | 0.00 | |||
| 8035 | MILLED RUMBLE STRIPS | 20314ED | LF | 0.00 | 80,500.000 | 67,019.000 | 67,019.000 | 0.34 | 22,786.46 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0006 SIGNING | |||||||
| 1610 | GMSS GALV STEEL TYPE A | 06400 | LB | 2,717.50 | 2,717.500 | 2,834.000 | 2,834.000 | 2.32 | 6,574.88 | |||
| 1620 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,078.80 | 1,078.800 | 1,078.800 | 1,078.800 | 17.79 | 19,191.85 | |||
| 1630 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 60.00 | 60.000 | 60.000 | 60.000 | 11.60 | 696.00 | |||
| 1640 | STEEL POST TYPE 1 | 06410 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 9.55 | 496.60 | |||
| 1650 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 1660 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 29.50 | 0.00 | |||
| 1670 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 157.00 | 1,570.00 | |||
| 1680 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 20.16 | 20.160 | 20.160 | 20.160 | 562.25 | 11,334.96 | |||
| 1690 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 976.00 | 976.000 | 976.000 | 976.000 | 2.73 | 2,664.48 | |||
| 1700 | ROADWAY CROSS SECTION | 20419ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1710 | GMSS GALV STEEL TYPE C | 20815ED | LB | 4,085.40 | 4,085.400 | 3,961.000 | 3,961.000 | 5.14 | 20,359.54 | |||
| 1720 | REMOVE SIGN | 21373ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1.00 | 5.00 | |||
| 1730 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 454.00 | 1,816.00 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0007 WATERLINE | |||||||
| 1740 | DUCTILE IRON PIPE-6 IN IN TUNNEL/BORE | 01093 | LF | 42.00 | 42.000 | 80.000 | 80.000 | 43.00 | 3,440.00 | |||
| 1750 | DUCTILE IRON PIPE-6 IN OUTSIDE ROADWAY | 01093 | LF | 1,101.00 | 1,101.000 | 1,166.000 | 1,166.000 | 20.75 | 24,194.50 | |||
| 1760 | DUCTILE IRON PIPE-6 IN UNDER ROADWAY | 01093 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1770 | DUCTILE IRON PIPE-12 IN IN STEEL PIPE-OUTSIDE | 01099 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
| 1780 | DUCTILE IRON PIPE-12 IN IN STEEL PIPE-UNDER | 01099 | LF | 291.00 | 291.000 | 306.000 | 306.000 | 125.00 | 38,250.00 | |||
| 1790 | DUCTILE IRON PIPE-12 IN IN TUNNEL/BORE | 01099 | LF | 55.00 | 55.000 | 55.000 | 55.000 | 73.00 | 4,015.00 | |||
| 1800 | DUCTILE IRON PIPE-12 IN OUTSIDE ROADWAY | 01099 | LF | 1,704.00 | 1,704.000 | 1,802.000 | 1,802.000 | 34.75 | 62,619.50 | |||
| 1810 | DUCTILE IRON PIPE-12 IN UNDER ROADWAY | 01099 | LF | 128.00 | 128.000 | 30.000 | 30.000 | 61.50 | 1,845.00 | |||
| 1820 | COPPER PIPE-3/4 IN | 03360 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 11.75 | 0.00 | |||
| 1830 | TIE-IN TO WATER LINE | 03460 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,880.00 | 13,160.00 | |||
| 1840 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 600.00 | 4,200.00 | |||
| 1850 | CONCRETE ENCASEMENT | 20096ES601 | CUYD | 35.00 | 35.000 | 11.660 | 11.660 | 112.00 | 1,305.92 | |||
| 1860 | FIRE HYDRANT ASSEMBLY | 20156EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,250.00 | 6,500.00 | |||
| 1870 | ASPHALT PAVING REPLACEMENT | 21333ED | LF | 70.00 | 70.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1880 | REM AND RESET WATER METER AND BOX | 21344ND | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 325.00 | 975.00 | |||
| 1890 | WATER SERVICE RECONNECT-3/4 IN-1 IN | 21346ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 1900 | MISC C.I. AND/OR DIP FITTINGS | 21347ED | LB | 2,900.00 | 2,900.000 | 5,066.000 | 5,066.000 | 5.00 | 25,330.00 | |||
| 1910 | BUTTERFLY VALVE AND BOX-12 IN | 21908NN | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,425.00 | 19,400.00 | |||
| 1920 | RESILIENT SEATED GATE VALVE-6 IN | 23442EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 800.00 | 4,800.00 | |||
| 1930 | SERVICE TAP-3/4 IN-2 IN | 23512EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 1940 | CRUSHED STONE PAVEMENT REPLACEMENT | 23513EC | LF | 55.00 | 55.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1950 | TOPSOIL AND SEEDING OF TRENCHES | 23514EC | LF | 2,826.00 | 2,826.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0008 BRIDGE-25219 | |||||||
| 1960 | FOUNDATION PREPARATION 25219 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1970 | CONCRETE-CLASS A | 08100 | CUYD | 444.00 | 444.000 | 444.000 | 444.000 | 325.67 | 144,597.48 | |||
| 1980 | STEEL REINFORCEMENT | 08150 | LB | 62,496.00 | 62,496.000 | 62,496.000 | 62,496.000 | 0.87 | 54,371.52 | |||
| 8026 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 35.320 | 148.460 | 148.460 | 172.00 | 25,535.12 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0009 BRIDGE-25220 | |||||||
| 1990 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 172.00 | 172.000 | 240.250 | 240.250 | 64.34 | 15,457.68 | |||
| 2000 | FOUNDATION PREPARATION 25220 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,623.49 | 39,623.49 | |||
| 2010 | CONCRETE-CLASS A | 08100 | CUYD | 627.00 | 627.000 | 627.000 | 627.000 | 325.67 | 204,195.09 | |||
| 2020 | STEEL REINFORCEMENT | 08150 | LB | 48,431.00 | 48,431.000 | 48,431.000 | 48,431.000 | 0.87 | 42,134.97 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0012 BRIDGE-25216 | |||||||
| 2090 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 347.60 | 347.600 | 473.610 | 473.610 | 40.95 | 19,394.32 | |||
| 2100 | MASONRY COATING | 02998 | SQYD | 1,280.10 | 1,280.100 | 1,280.000 | 1,280.000 | 11.51 | 14,732.80 | |||
| 2110 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 209.10 | 209.100 | 209.100 | 209.100 | 58.34 | 12,198.89 | |||
| 2120 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 370.00 | 370.000 | 449.670 | 449.670 | 14.74 | 6,628.13 | |||
| 2130 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 665.20 | 665.200 | 1,153.300 | 1,153.300 | 23.43 | 27,021.81 | |||
| 2140 | TEST PILES | 08033 | LF | 107.30 | 107.300 | 124.910 | 124.910 | 57.12 | 7,134.85 | |||
| 2150 | PRE-DRILLING FOR PILES (REVISED: 6-9-09) | 08039 | LF | 428.00 | 431.000 | 431.000 | 431.000 | 110.58 | 47,659.98 | |||
| 2160 | PILES-STEEL HP12X53 | 08046 | LF | 835.40 | 835.400 | 991.550 | 991.550 | 53.37 | 52,919.02 | |||
| 2170 | PILES-STEEL HP14X73 | 08050 | LF | 787.40 | 787.400 | 853.810 | 853.810 | 57.97 | 49,495.36 | |||
| 2180 | CONCRETE-CLASS A | 08100 | CUYD | 301.60 | 314.480 | 314.480 | 314.480 | 325.67 | 102,416.70 | |||
| 2190 | CONCRETE-CLASS AA | 08104 | CUYD | 861.80 | 861.800 | 857.750 | 857.750 | 400.00 | 343,100.00 | |||
| 2200 | STEEL REINFORCEMENT | 08150 | LB | 61,719.00 | 61,719.000 | 62,191.770 | 62,191.770 | 0.87 | 54,106.83 | |||
| 2210 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 231,495.00 | 231,495.000 | 231,776.600 | 231,776.600 | 0.85 | 197,010.11 | |||
| 2220 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 2,510.80 | 2,510.800 | 2,510.800 | 2,510.800 | 257.53 | 646,606.32 | |||
| 2230 | RAIL SYSTEM TYPE III | 21532ED | LF | 462.10 | 462.100 | 462.100 | 462.100 | 79.58 | 36,773.91 | |||
| 2890 | PILE POINTS-12 IN 25216 (ADDED: 6-2-09) | 08094 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 103.52 | 4,554.88 | |||
| 2900 | PILE POINTS-14 IN 25216 (ADDED: 6-2-09) | 08095 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 121.79 | 1,461.48 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0013 BRIDGE-25215-NORTHBOUND | |||||||
| 2240 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 138.10 | 138.100 | 287.630 | 287.630 | 40.95 | 11,778.44 | |||
| 2250 | MASONRY COATING | 02998 | SQYD | 513.20 | 513.200 | 513.200 | 513.200 | 11.51 | 5,906.93 | |||
| 2260 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 285.70 | 285.700 | 285.700 | 285.700 | 58.34 | 16,667.73 | |||
| 2270 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 290.90 | 290.900 | 124.440 | 124.440 | 14.74 | 1,834.24 | |||
| 2280 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 62.20 | 62.200 | 175.920 | 175.920 | 64.34 | 11,318.69 | |||
| 2290 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 334.00 | 334.000 | 437.180 | 437.180 | 31.55 | 13,793.02 | |||
| 2300 | TEST PILES | 08033 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 57.12 | 1,485.12 | |||
| 2310 | PILES-STEEL HP12X53 | 08046 | LF | 252.00 | 252.000 | 240.970 | 240.970 | 53.37 | 12,860.56 | |||
| 2320 | CONCRETE-CLASS A | 08100 | CUYD | 277.60 | 277.600 | 281.370 | 281.370 | 325.67 | 91,633.76 | |||
| 2330 | CONCRETE-CLASS AA | 08104 | CUYD | 517.70 | 517.700 | 517.540 | 517.540 | 400.00 | 207,016.00 | |||
| 2340 | STEEL REINFORCEMENT | 08150 | LB | 55,482.00 | 55,482.000 | 56,177.000 | 56,177.000 | 0.87 | 48,873.99 | |||
| 2350 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 140,177.00 | 140,177.000 | 140,177.000 | 140,177.000 | 0.85 | 119,150.45 | |||
| 2360 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 71.40 | 71.400 | 71.000 | 71.000 | 90.85 | 6,450.35 | |||
| 2370 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,794.00 | 1,794.000 | 1,794.000 | 1,794.000 | 202.60 | 363,464.40 | |||
| 2380 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 26.00 | 26.000 | 27.250 | 27.250 | 487.16 | 13,275.11 | |||
| 2390 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 27.00 | 27.000 | 25.640 | 25.640 | 805.56 | 20,654.55 | |||
| 2400 | RAIL SYSTEM TYPE III | 21532ED | LF | 457.30 | 457.300 | 457.300 | 457.300 | 79.58 | 36,391.93 | |||
| 2410 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 17.00 | 17.000 | 17.640 | 17.640 | 326.18 | 5,753.81 | |||
| 2870 | PILE POINTS-12 IN 25215 NB (ADDED: 6-2-09) | 08094 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 103.52 | 1,345.76 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0014 BRIDGE-25215-SOUTHBOUND | |||||||
| 2420 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 89.30 | 89.300 | 191.750 | 191.750 | 40.95 | 7,852.16 | |||
| 2430 | MASONRY COATING | 02998 | SQYD | 469.20 | 469.200 | 469.200 | 469.200 | 11.51 | 5,400.49 | |||
| 2440 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 186.30 | 186.300 | 186.300 | 186.300 | 58.34 | 10,868.74 | |||
| 2450 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 188.90 | 188.900 | 73.600 | 73.600 | 14.74 | 1,084.86 | |||
| 2460 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 16.10 | 16.100 | 75.060 | 75.060 | 64.34 | 4,829.36 | |||
| 2470 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 291.00 | 291.000 | 415.830 | 415.830 | 31.55 | 13,119.43 | |||
| 2480 | TEST PILES | 08033 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 57.12 | 1,428.00 | |||
| 2490 | PILES-STEEL HP12X53 | 08046 | LF | 140.00 | 140.000 | 176.850 | 176.850 | 53.37 | 9,438.48 | |||
| 2500 | CONCRETE-CLASS A | 08100 | CUYD | 176.00 | 176.000 | 179.870 | 179.870 | 325.67 | 58,578.26 | |||
| 2510 | CONCRETE-CLASS AA | 08104 | CUYD | 322.00 | 322.000 | 319.360 | 319.360 | 400.00 | 127,744.00 | |||
| 2520 | STEEL REINFORCEMENT | 08150 | LB | 34,945.00 | 34,945.000 | 35,476.000 | 35,476.000 | 0.87 | 30,864.12 | |||
| 2530 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 87,696.00 | 87,696.000 | 87,696.000 | 87,696.000 | 0.85 | 74,541.60 | |||
| 2540 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 46.60 | 46.600 | 46.000 | 46.000 | 90.85 | 4,179.10 | |||
| 2550 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,121.30 | 1,121.300 | 1,121.300 | 1,121.300 | 202.60 | 227,175.38 | |||
| 2560 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 20.00 | 20.000 | 23.500 | 23.500 | 487.16 | 11,448.26 | |||
| 2570 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 31.90 | 31.900 | 30.380 | 30.380 | 805.56 | 24,472.91 | |||
| 2580 | RAIL SYSTEM TYPE III | 21532ED | LF | 457.30 | 457.300 | 457.300 | 457.300 | 79.58 | 36,391.93 | |||
| 2590 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 3.00 | 3.000 | 3.000 | 3.000 | 326.18 | 978.54 | |||
| 2880 | PILE POINTS-12 IN 25215 SB (ADDED: 6-2-09) | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 103.52 | 828.16 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0015 TRAINEES | |||||||
| 2600 | TRAINEE PAYMENT REIMBURSEMENT 2 ARTICULATING/OFF ROAD TRUCK DRIVERS | 02742 | HOUR | 2,000.00 | 2,000.000 | 2,530.000 | 2,530.000 | 1.00 | 2,530.00 | |||
| Project | DE00500680940 | Fed/State Project Number | ARRA 3013(012) | Category | 0016 SIGNALIZATION | |||||||
| 2610 | CONDUIT-1 1/4 IN | 04793 | LF | 440.00 | 1,220.000 | 1,015.000 | 1,015.000 | 4.00 | 4,060.00 | |||
| 2620 | CONDUIT-2 IN | 04795 | LF | 550.00 | 880.000 | 873.000 | 873.000 | 6.00 | 5,238.00 | |||
| 2630 | JUNCTION BOX TYPE B | 04811 | EACH | 8.00 | 15.000 | 15.000 | 15.000 | 400.00 | 6,000.00 | |||
| 2640 | TRENCHING AND BACKFILLING | 04820 | LF | 970.00 | 1,990.000 | 1,750.000 | 1,750.000 | 4.00 | 7,000.00 | |||
| 2650 | LOOP WIRE | 04830 | LF | 4,725.00 | 6,075.000 | 6,827.000 | 6,827.000 | 1.00 | 6,827.00 | |||
| 2660 | CABLE-NO. 14/7C | 04845 | LF | 850.00 | 1,275.000 | 2,181.000 | 2,181.000 | 1.00 | 2,181.00 | |||
| 2670 | CABLE-NO. 14/1 PAIR | 04850 | LF | 6,650.00 | 9,550.000 | 11,166.000 | 11,166.000 | 1.00 | 11,166.00 | |||
| 2680 | MESSENGER-10800 LB | 04885 | LF | 610.00 | 920.000 | 890.000 | 890.000 | 4.00 | 3,560.00 | |||
| 2690 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,660.00 | 2,130.000 | 2,358.000 | 2,358.000 | 7.00 | 16,506.00 | |||
| 2700 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 2710 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 8.000 | 8.000 | 8.000 | 2,900.00 | 23,200.00 | |||
| 2720 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 8.00 | 13.000 | 13.000 | 13.000 | 100.00 | 1,300.00 | |||
| 2730 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 2740 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 20.15 | 37.940 | 37.940 | 37.940 | 200.00 | 7,588.00 | |||
| 8003 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,115.00 | 1,115.00 | |||
| 8004 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 0.00 | 8.000 | 6.000 | 6.000 | 225.00 | 1,350.00 | |||
| SUBTOT | $51,710.00 |
$15,525,814.66 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2160-1-0I |
PILES | LF |
835.40 | 0002 | $21.000000 | $16,666.23 | ||||||
2170-1-0I |
PILES | LF |
787.40 | 0002 | $30.250000 | $22,627.91 | ||||||
2310-1-0I |
PILES | LF |
252.00 | 0002 | $21.000000 | $5,027.49 | ||||||
2490-1-0I |
PILES | LF |
140.00 | 0002 | $21.000000 | $2,793.00 | ||||||
2220-1-0I |
I BEAM TYP 6 | LF |
2,510.80 | 0008 | $187.355000 | $446,890.38 | ||||||
2190-1-0I |
STAY IN PL FORMS | CUYD |
861.80 | 0014 | $47.732590 | $41,135.94 | ||||||
2210-1-0I |
STEEL REINCO 615GR60 | LB |
231,495.00 | 0016 | $0.349540 | $80,916.76 | ||||||
2370-1-0I |
I BEAM, TYPE 4 | LF |
1,682.30 | 0016 | $133.014620 | $223,770.49 | ||||||
2370-2-0I |
I BEAM, TYPE 4 | LF |
1,233.00 | 0018 | $133.014630 | $0.00 | ||||||
2370-2-1I |
I BEAM, TYPE 4 | LF |
1,233.00 | 0020 | $133.014630 | $164,007.04 | ||||||
1620-1-0I |
SBM ALUM PANEL SIGNS | SQFT |
1,078.80 | 0047 | $11.425330 | $12,325.64 | ||||||
2160-1-0A |
PILES | LF |
626.04 | 0002 | $21.000000 | $-12,489.50 | ||||||
2160-1-0A |
PILES | LF |
209.36 | 0003 | $21.000000 | $-4,176.73 | ||||||
2170-1-0A |
PILES | LF |
787.40 | 0012 | $30.250000 | $-22,627.91 | ||||||
2220-1-0A |
I BEAM TYP 6 | LF |
1,255.40 | 0014 | $187.355000 | $-223,445.19 | ||||||
2220-1-0A |
I BEAM TYP 6 | LF |
1,255.40 | 0015 | $187.355000 | $-223,445.19 | ||||||
2190-1-0A |
STAY IN PL FORMS | CUYD |
861.80 | 0019 | $47.732590 | $-41,135.94 | ||||||
2210-1-0A |
STEEL REINCO 615GR60 | LB |
231,495.00 | 0019 | $0.349540 | $-80,916.76 | ||||||
2310-1-0A |
PILES | LF |
240.97 | 0021 | $21.000000 | $-4,807.44 | ||||||
2490-1-0A |
PILES | LF |
140.00 | 0021 | $21.000000 | $-2,793.00 | ||||||
2370-2-1A |
I BEAM, TYPE 4 | LF |
561.00 | 0027 | $133.014630 | $-74,621.21 | ||||||
2370-2-0A |
I BEAM, TYPE 4 | LF |
1,233.00 | 0027 | $133.014630 | $0.00 | ||||||
2370-1-0A |
I BEAM, TYPE 4 | LF |
1,682.30 | 0027 | $133.014620 | $-223,770.49 | ||||||
1620-1-0A |
SBM ALUM PANEL SIGNS | SQFT |
399.90 | 0052 | $11.425330 | $-4,568.99 | ||||||
1620-1-0A |
SBM ALUM PANEL SIGNS | SQFT |
678.90 | 0056 | $11.425330 | $-7,756.65 | ||||||
2310-10C |
PILES | LF |
0.00 | 0043 | $19.950357 | $-220.05 | ||||||
2370-21C |
I BEAM, TYPE 4 | LF |
0.00 | 0043 | $133.014631 | $-89,385.83 | ||||||
| SUBTOT | $0.00 |
|||||||||||