|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/23/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061117 | Estimate Number | 0082 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07320) Simpson, Matthew P., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/09/2012 TO 08/07/2013 | ||||||
| Date Approved | 10/15/2013 | ||||||
| Primary Proj Number | DE07600750617 | ||||||
| Project No. | NH 75-3 (95), FD04 076 5206 000-004 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | I-75 AND DUNCANNON ROAD | ||||||
| Description | TENNESSEE STATE LINE-LEXINGTON;CONSTRUCT NEW INTERCHANGE AT I-75 AND WIDEN DUNCANNON ROAD TO US 25 | ||||||
| Date Let | 12/15/2006 | Formal Acceptance | 04/15/2011 | ||||
| Date Awarded | 12/19/2006 | Date Work Began | 01/23/2007 | ||||
| Date Contract Executed | 01/17/2007 | Open To Traffic | 02/26/2010 | ||||
| Date NTP Issued | 01/17/2007 | Actual Completion Date | 02/26/2010 | ||||
| Current Contract Amount | $26,288,276.28 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $24,466,329.79 |
Total Earnings | $25,740,183.56 |
$25,534,402.30 |
$205,781.26 |
|
| Percent Complete | 97.92 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $548,092.71 |
Gross Earnings | $25,740,183.57 |
$25,534,402.31 |
$205,781.26 |
|
| Total Change Orders | $1,821,946.49 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $25,740,183.57 |
$25,534,402.31 |
$205,781.26 |
|||
| Contract Id | 061117 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0082 | Project Number | NH 75-3 (95), FD04 076 5206 000-004 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 08/09/2012 TO 08/07/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Undercut, barrier wall removal | Approved | 08/02/2007 | $61,441.47 | 0.0 | |||||
| 002 | Pavement Design Change | Approved | 10/05/2007 | $388,639.35 | 0.0 | |||||
| 003 | Barrier wall additonal work, erosion control | Approved | 01/08/2008 | $157,435.50 | 0.0 | |||||
| 004 | Safeloading | Approved | 06/12/2008 | $1,170.00 | 0.0 | |||||
| 005 | Steel Encasement Pipe 12 IN | Approved | 07/28/2008 | $40,185.00 | 0.0 | |||||
| 006 | CSX Bridge Temporary Signal and G-Rail | Approved | 08/28/2008 | $19,595.00 | 0.0 | |||||
| 007 | Guardrail End Treatments-Type I, Erosion Control | Approved | 10/06/2008 | $95,106.71 | 0.0 | |||||
| 008 | Fuel and Asphalt Adjustment, Mass Concrete | Approved | 10/15/2008 | $551,290.80 | 0.0 | |||||
| 009 | Drainage Issues/Bridge Over CSX Railroad | Approved | 01/12/2009 | $35,795.00 | 1.0 | |||||
| 010 | Fuel and Asphalt Adjustments | Approved | 06/22/2009 | $45,434.87 | 0.0 | |||||
| 011 | Temporary Guardrail, Milled Rumble Strips | Approved | 03/05/2009 | $20,287.88 | 1.0 | |||||
| 012 | Relocate T.C.B.W. | Approved | 04/14/2009 | $-8.50 | 0.0 | |||||
| 013 | Right of Way Mowing | Approved | 07/06/2009 | $15,161.15 | 0.0 | |||||
| 014 | Time Adjustment for Previous Change Orders | Approved | 08/07/2009 | $0.00 | 12.0 | |||||
| 015 | Guardrail Bridge Connectors, Durable Pavement Striping | Approved | 09/18/2009 | $10,045.00 | 2.0 | |||||
| 016 | Guardrail End Treatment, Parking Lot | Approved | 05/10/2010 | $51,385.62 | 9.0 | |||||
| 017 | I-75 Shoulder Chip Sealing | Approved | 01/04/2012 | $16,131.45 | 0.0 | |||||
| 018 | Bridge over CSX Claim Settlement | Approved | 10/12/2010 | $50,389.76 | 0.0 | |||||
| 019 | High Mast/ Signal Utility Bills | Approved | 05/09/2012 | $9,479.64 | 0.0 | |||||
| 020 | Cost Plus Work on Shoulders and Curb Box | Approved | 05/09/2012 | $35,541.48 | 0.0 | |||||
| 021 | Claim for Utility Delay of Bridge Const over CSX Railroad | Approved | 06/21/2012 | $217,439.31 | 0.0 | |||||
| 022 | Ride Quality Adjustment Override | Approved | 06/15/2012 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0062 | 0.00 |
$0.00 |
$499,016.13 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0062 | 0.00 |
$0.00 |
$-499,016.13 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0066 | 0.00 |
$0.00 |
$-19,810.94 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0066 | 0.00 |
$0.00 |
$19,810.94 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0067 | 0.00 |
$0.00 |
$-4,944.00 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0067 | 0.00 |
$0.00 |
$4,944.00 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0068 | 0.00 |
$0.00 |
$-4,785.60 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0068 | 0.00 |
$0.00 |
$4,785.60 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0069 | 0.00 |
$0.00 |
$-7,862.94 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0069 | 0.00 |
$0.00 |
$7,862.94 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0070 | 0.00 |
$0.00 |
$51,385.62 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0070 | 0.00 |
$0.00 |
$-51,385.62 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0071 | 0.00 |
$0.00 |
$-51,385.62 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0071 | 0.00 |
$0.00 |
$51,385.62 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0072 | 0.00 |
$0.00 |
$-5,814.25 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0072 | 0.00 |
$0.00 |
$5,814.25 |
||
| DE07600750617 | 0010 | DGA BASE | OTHER | 0073 | 0.00 |
$0.00 |
$-646.75 |
||
| DE07612060616 | 0010 | CRUSHED STONE BASE | OTHER | 0073 | 0.00 |
$0.00 |
$646.75 |
||
| Contract Id | 061117 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE07600750617 | |||||||
| Estimate Nbr | 0082 | Period | 08/09/2012 TO 08/07/2013 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | 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 | 4,490.00 | 0.000 | 0.000 | 0.000 | 19.25 | 0.00 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 56,741.00 | 0.000 | 0.000 | 0.000 | 18.85 | 0.00 | |||
| 0030 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 95,037.00 | 0.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 87.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 400.00 | 400.000 | 355.550 | 355.550 | 17.30 | 6,151.01 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 42.00 | 42.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 16.00 | 16.000 | 25.830 | 25.830 | 100.00 | 2,583.00 | |||
| 0080 | LEVELING & WEDGING PG76-22 | 00194 | TON | 427.00 | 427.000 | 378.350 | 378.350 | 75.00 | 28,376.25 | |||
| 0090 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 13,015.00 | 13,015.000 | 7,502.300 | 7,502.300 | 53.95 | 404,749.08 | |||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 21,451.00 | 21,451.000 | 24,479.080 | 24,479.080 | 51.95 | 1,271,688.20 | |||
| 0110 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 7,541.00 | 7,541.000 | 12,232.100 | 12,232.100 | 59.70 | 730,256.37 | |||
| 0120 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 3,087.00 | 3,087.000 | 2,744.390 | 2,744.390 | 64.40 | 176,738.71 | |||
| 0130 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | TON | 2,530.00 | 2,530.000 | 3,392.010 | 3,392.010 | 67.05 | 227,434.27 | |||
| 0140 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 2,284.00 | 2,284.000 | 2,581.460 | 2,581.460 | 78.50 | 202,644.61 | |||
| 0150 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 41,161.00 | 41,161.000 | 30,270.110 | 30,270.110 | 1.95 | 59,026.71 | |||
| 0160 | ASPHALT CURING SEAL | 00358 | TON | 97.00 | 68.000 | 52.860 | 52.860 | 495.00 | 26,165.70 | |||
| 0170 | ENTRANCE PIPE-15 INCH | 00440 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 32.00 | 1,440.00 | |||
| 0180 | ENTRANCE PIPE-30 INCH | 00445 | LF | 135.00 | 135.000 | 135.000 | 135.000 | 47.00 | 6,345.00 | |||
| 0190 | CULVERT PIPE-18 INCH | 00462 | LF | 1,075.00 | 1,075.000 | 1,075.000 | 1,075.000 | 45.00 | 48,375.00 | |||
| 0200 | CULVERT PIPE-24 INCH | 00464 | LF | 294.00 | 294.000 | 294.000 | 294.000 | 57.00 | 16,758.00 | |||
| 0210 | CULVERT PIPE-36 INCH | 00468 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 88.00 | 3,960.00 | |||
| 0220 | CULVERT PIPE-42 INCH | 00469 | LF | 468.00 | 468.000 | 468.000 | 468.000 | 105.00 | 49,140.00 | |||
| 0230 | CULVERT PIPE-48 INCH | 00470 | LF | 454.00 | 454.000 | 454.000 | 454.000 | 120.00 | 54,480.00 | |||
| 0240 | PERFORATED PIPE-4 INCH | 01000 | LF | 2,018.00 | 0.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0250 | PERFORATED PIPE-6 INCH | 01001 | LF | 222.00 | 222.000 | 360.000 | 360.000 | 20.00 | 7,200.00 | |||
| 0260 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 318.00 | 1,176.000 | 950.000 | 950.000 | 12.00 | 11,400.00 | |||
| 0270 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 13.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0280 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
| 0290 | STEEL ENCASEMENT PIPE-20 INCH | 01076 | LF | 410.00 | 0.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0300 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,000.00 | 14,000.00 | |||
| 0310 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,850.00 | 19,250.00 | |||
| 0320 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,775.00 | 15,100.00 | |||
| 0330 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0340 | ISLAND CURB AND GUTTER | 01825 | LF | 297.00 | 297.000 | 286.000 | 286.000 | 38.00 | 10,868.00 | |||
| 0350 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 46.00 | 46.000 | 54.000 | 54.000 | 10.00 | 540.00 | |||
| 0360 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 10.00 | 440.00 | |||
| 0370 | BARRICADE-TYPE III | 02014 | EACH | 30.00 | 30.000 | 21.000 | 21.000 | 175.00 | 3,675.00 | |||
| 0380 | REMOVE PAVEMENT | 02091 | SQYD | 23,371.00 | 23,371.000 | 24,093.000 | 24,093.000 | 9.25 | 222,860.25 | |||
| 0390 | TEMPORARY DITCH | 02159 | LF | 3,985.00 | 3,985.000 | 140.000 | 140.000 | 1.35 | 189.00 | |||
| 0400 | STRUCTURE DEMOLITION | 02191 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
| 0410 | GRANULAR EMBANKMENT | 02223 | CUYD | 7,088.00 | 7,088.000 | 7,448.210 | 7,448.210 | 22.00 | 163,860.62 | |||
| 0420 | EMBANKMENT | 21553EN | CUYD | 287,662.00 | 281,954.000 | 281,954.000 | 281,954.000 | 2.23 | 628,757.42 | |||
| 0430 | WATER | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 13,903.00 | 13,903.000 | 14,572.500 | 14,572.500 | 4.63 | 67,470.67 | |||
| 0450 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,443.75 | 5,143.750 | 4,817.500 | 4,817.500 | 16.48 | 79,392.40 | |||
| 0460 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 0470 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 425.00 | 3,400.00 | |||
| 0480 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 1,925.00 | 9,625.00 | |||
| 0490 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 52.00 | 52.000 | 18.000 | 18.000 | 75.00 | 1,350.00 | |||
| 0500 | CHANNEL LINING CLASS II | 02483 | TON | 2,651.00 | 2,651.000 | 2,727.810 | 2,727.810 | 25.00 | 68,195.25 | |||
| 0510 | CHANNEL LINING CLASS III | 02484 | TON | 340.00 | 340.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0520 | CEMENT | 02542 | TON | 2,523.00 | 0.000 | 0.000 | 0.000 | 124.23 | 0.00 | |||
| 0530 | CLEARING AND GRUBBING 53.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0540 | SIGNS | 02562 | SQFT | 1,069.00 | 1,069.000 | 959.960 | 959.960 | 7.00 | 6,719.72 | |||
| 0550 | EDGE KEY | 02585 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 12.00 | 1,008.00 | |||
| 0560 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,640.00 | 1,640.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0570 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 20,288.00 | 20,288.000 | 9,706.600 | 9,706.600 | 1.45 | 14,074.57 | |||
| 0580 | MAINTAIN & CONTROL TRAFFIC I-75 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0590 | DIVERSIONS (BY-PASS DETOURS) I-75 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0600 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0610 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,500.00 | 13,500.00 | |||
| 0620 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 446.00 | 446.000 | 405.870 | 405.870 | 24.70 | 10,024.98 | |||
| 0630 | TEMPORARY SILT FENCE | 02701 | LF | 4,735.00 | 9,735.000 | 8,065.000 | 8,065.000 | 2.50 | 20,162.50 | |||
| 0640 | SAND FOR BLOTTER | 02702 | TON | 239.00 | 0.000 | 0.000 | 0.000 | 34.60 | 0.00 | |||
| 0650 | SILT TRAP TYPE A | 02703 | EACH | 21.00 | 21.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 0660 | SILT TRAP TYPE B | 02704 | EACH | 93.00 | 93.000 | 96.000 | 96.000 | 200.00 | 19,200.00 | |||
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 186.00 | 186.000 | 22.000 | 22.000 | 50.00 | 1,100.00 | |||
| 0690 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 9,470.00 | 9,470.000 | 131.000 | 131.000 | 0.75 | 98.25 | |||
| 0700 | STAKING I-75 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0710 | REMOVE STRUCTURE I-75 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0720 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0730 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 3,800.00 | 19,000.00 | |||
| 0740 | CONC MEDIAN BARRIER TYPE 9E | 03148 | LF | 418.50 | 418.500 | 504.900 | 504.900 | 100.00 | 50,490.00 | |||
| 0750 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,080.00 | 2,382.000 | 2,340.000 | 2,340.000 | 21.50 | 50,310.00 | |||
| 0760 | EROSION CONTROL BLANKET | 05950 | SQYD | 12,544.00 | 34,877.320 | 39,739.720 | 39,739.720 | 1.09 | 43,316.29 | |||
| 0770 | TEMPORARY MULCH | 05952 | SQYD | 26,466.00 | 236,466.000 | 214,181.236 | 214,181.236 | 0.12 | 25,701.74 | |||
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 80,000.00 | 163,416.990 | 163,416.990 | 163,416.990 | 0.15 | 24,512.54 | |||
| 0790 | SEEDING AND PROTECTION | 05985 | SQYD | 159,917.00 | 395,030.790 | 402,540.690 | 402,540.690 | 0.24 | 96,609.76 | |||
| 0800 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 26,466.00 | 81,466.000 | 83,193.150 | 83,193.150 | 0.16 | 13,310.90 | |||
| 0810 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 39,257.00 | 58,219.000 | 58,219.000 | 58,219.000 | 0.12 | 6,986.28 | |||
| 0820 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 50.00 | 50.000 | 187.000 | 187.000 | 0.50 | 93.50 | |||
| 0830 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 26,361.00 | 26,361.000 | 12,682.000 | 12,682.000 | 0.34 | 4,311.88 | |||
| 0840 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | LF | 21,768.00 | 21,768.000 | 12,570.000 | 12,570.000 | 0.36 | 4,525.20 | |||
| 0850 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 14,044.00 | 14,044.000 | 11,703.000 | 11,703.000 | 0.52 | 6,085.56 | |||
| 0860 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 5,825.00 | 5,825.000 | 5,512.000 | 5,512.000 | 0.54 | 2,976.48 | |||
| 0870 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 3,646.00 | 3,646.000 | 4,121.000 | 4,121.000 | 2.75 | 11,332.75 | |||
| 0880 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 159.000 | 159.000 | 1.65 | 262.35 | |||
| 0890 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 1,588.000 | 1,588.000 | 1,588.000 | 1.65 | 2,620.20 | |||
| 0900 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 267.00 | 267.000 | 222.000 | 222.000 | 5.75 | 1,276.50 | |||
| 0910 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 27.00 | 27.000 | 29.000 | 29.000 | 90.00 | 2,610.00 | |||
| 0920 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 91.00 | 91.000 | 92.000 | 92.000 | 19.25 | 1,771.00 | |||
| 0930 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 144.00 | 144.000 | 144.000 | 144.000 | 19.25 | 2,772.00 | |||
| 0940 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 220.00 | 220.000 | 328.000 | 328.000 | 19.25 | 6,314.00 | |||
| 0950 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 150.00 | 150.000 | 147.000 | 147.000 | 19.25 | 2,829.75 | |||
| 0960 | CONCRETE-CLASS A | 08100 | CUYD | 41.90 | 41.900 | 36.020 | 36.020 | 900.00 | 32,418.00 | |||
| 0970 | STEEL REINFORCEMENT | 08150 | LB | 2,709.50 | 2,709.500 | 2,065.000 | 2,065.000 | 1.00 | 2,065.00 | |||
| 0980 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 100,670.00 | 100,670.000 | 24,614.136 | 24,614.136 | 1.00 | 24,614.13 | |||
| 0990 | FUEL ADJUSTMENT | 10020NS | DOLL | 97,958.00 | 132,560.260 | 25,831.350 | 131,249.310 | 157,080.660 | 1.00 | 25,831.35 | 157,080.66 | |
| 1000 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 90,603.00 | 101,435.610 | -17,957.050 | 101,435.610 | 83,478.560 | 1.00 | -17,957.05 | 83,478.56 | |
| 1010 | SILT TRAP TYPE C | 20496NS843 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 1020 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 14.00 | 14.000 | 5.000 | 5.000 | 55.00 | 275.00 | |||
| 1030 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1040 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1050 | REMOVE SIGN | 21373ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1060 | REMOVE EXIST WATER TANK | 21416ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 1070 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 1,164.00 | 1,164.000 | 1,030.000 | 1,030.000 | 2.75 | 2,832.50 | |||
| 1080 | PAVE MARK THERMO TRANSVERSE 6 FT-YELLOW | 21418ES717 | LF | 1,030.00 | 1,030.000 | 860.500 | 860.500 | 16.50 | 14,198.25 | |||
| 1090 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 11,219.00 | 11,219.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1100 | UTILITY CONDUIT BANK | 21749EN | LF | 415.00 | 415.000 | 420.000 | 420.000 | 58.00 | 24,360.00 | |||
| 1560 | EXCAVATION | 21554EN | CUYD | 147,993.00 | 153,493.000 | 153,493.000 | 153,493.000 | 3.39 | 520,341.27 | |||
| 8003 | DGA BASE | 00001 | TON | 0.00 | 61,231.000 | 51,402.890 | 51,402.890 | 16.85 | 866,138.69 | |||
| 8005 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 0.00 | 14,137.000 | 9,898.540 | 9,898.540 | 36.70 | 363,276.41 | |||
| 8007 | PERFORATED PIPE-4 INCH | 01000 | LF | 0.00 | 26,000.000 | 17,897.000 | 17,897.000 | 4.50 | 80,536.50 | |||
| 8009 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 0.00 | 49.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 8011 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 0.250 | 0.750 | 1.000 | 3,750.00 | 937.50 | 3,750.00 | |
| 8013 | SAND FOR BLOTTER | 02702 | TON | 0.00 | 167.000 | 241.020 | 241.020 | 19.50 | 4,699.89 | |||
| 8016 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 4,950.00 | 9,900.00 | |||
| 8017 | STEEL ENCASEMENT PIPE-20 INCH WALL THICKNESS 0.344 inches | 01076 | LF | 0.00 | 410.000 | 410.000 | 410.000 | 85.83 | 35,190.30 | |||
| 8018 | PERF PIPE HEADWALL | 21567NN | EACH | 0.00 | 25.000 | 33.000 | 33.000 | 485.00 | 16,005.00 | |||
| 8021 | BORE AND JACK PIPE-12 IN Steel Casing | 21400ED | LF | 0.00 | 171.000 | 175.000 | 175.000 | 235.00 | 41,125.00 | |||
| 8024 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 3,160.00 | 12,640.00 | |||
| 8030 | LANE CLOSURE | 02653 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 8031 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 0.00 | 1,200.000 | 1,609.000 | 1,609.000 | 0.95 | 1,528.55 | |||
| 8032 | MILLED RUMBLE STRIPS | 20314ED | LF | 0.00 | 4,350.000 | 4,083.000 | 4,083.000 | 0.81 | 3,307.23 | |||
| 8033 | MOBILIZATION Special- Milled Rumble Strips | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 8034 | RIGHT-OF-WAY MOWING | 02167 | ACRE | 0.00 | 33.040 | 11.010 | 11.010 | 107.04 | 1,178.51 | |||
| 8035 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 0.00 | 1,200.000 | 1,109.000 | 1,109.000 | 3.75 | 4,158.75 | |||
| 8036 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 0.00 | 1,300.000 | 955.000 | 955.000 | 3.75 | 3,581.25 | |||
| 8040 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 907.50 | 1,815.00 | |||
| 8041 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 300.000 | 300.000 | 300.000 | 8.15 | 2,445.00 | |||
| 9001 | COST PLUS WORK I-75 Shoulder Chip Sealing | 10080NSD | DOLL | 0.00 | 16,131.450 | 16,131.450 | 16,131.450 | 1.00 | 16,131.45 | |||
| 9003 | COST PLUS WORK Shoulder Work on I-75 Ramps | 10080NSD | DOLL | 0.00 | 30,379.360 | 30,379.360 | 30,379.360 | 1.00 | 30,379.36 | |||
| 9005 | EW~ High Mast Lighting Repair | 10098NX | DOLL | 0.00 | 2,727.750 | 2,727.750 | 2,727.750 | 1.00 | 2,727.75 | |||
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | Category | 0002 BRIDGE | |||||||
| 1110 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 287.00 | 287.000 | 362.310 | 362.310 | 38.00 | 13,767.78 | |||
| 1120 | MASONRY COATING | 02998 | SQYD | 1,850.00 | 1,850.000 | 2,143.850 | 2,143.850 | 9.20 | 19,723.42 | |||
| 1130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 215.00 | 215.000 | 215.000 | 215.000 | 75.00 | 16,125.00 | |||
| 1140 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 96.00 | 96.000 | 83.670 | 83.670 | 35.00 | 2,928.45 | |||
| 1150 | FOUNDATION PREPARATION I-75 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 1160 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 595.00 | 595.000 | 698.480 | 698.480 | 25.00 | 17,462.00 | |||
| 1170 | TEST PILES | 08033 | LF | 130.00 | 130.000 | 130.000 | 130.000 | 43.50 | 5,655.00 | |||
| 1180 | PILES-STEEL HP12X53 | 08046 | LF | 701.00 | 701.000 | 688.270 | 688.270 | 43.50 | 29,939.74 | |||
| 1190 | PILE POINTS-12 INCH | 08094 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 90.00 | 2,520.00 | |||
| 1200 | CONCRETE-CLASS A | 08100 | CUYD | 547.30 | 547.300 | 537.250 | 537.250 | 430.00 | 231,017.50 | |||
| 1210 | CONCRETE-CLASS AA | 08104 | CUYD | 1,064.20 | 1,064.200 | 1,005.000 | 1,005.000 | 475.00 | 477,375.00 | |||
| 1220 | STEEL REINFORCEMENT | 08150 | LB | 88,463.00 | 88,463.000 | 88,463.000 | 88,463.000 | 0.80 | 70,770.40 | |||
| 1230 | STEEL REINF-EPOXY COATED | 08151 | LB | 284,344.00 | 284,344.000 | 284,344.000 | 284,344.000 | 0.96 | 272,970.24 | |||
| 1240 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1250 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 3,226.60 | 3,226.600 | 3,226.000 | 3,226.000 | 170.00 | 548,420.00 | |||
| 8000 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 0.00 | 440.000 | 440.000 | 440.000 | 74.75 | 32,890.00 | |||
| 8001 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 0.00 | 450.000 | 450.000 | 450.000 | 2.75 | 1,237.50 | |||
| 8002 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 1,251.000 | 1,251.000 | 1,251.000 | 2.75 | 3,440.25 | |||
| 8015 | EW~ Special median barrier wall work | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,500.00 | 16,500.00 | |||
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | Category | 0003 SIGNING | |||||||
| 1260 | GMSS GALV STEEL TYPE A | 06400 | LB | 5,539.00 | 5,539.000 | 5,549.940 | 5,549.940 | 1.75 | 9,712.39 | |||
| 1270 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 3,680.00 | 3,680.000 | 3,702.500 | 3,702.500 | 15.57 | 57,647.92 | |||
| 1280 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 163.00 | 163.000 | 354.720 | 354.720 | 10.05 | 3,564.93 | |||
| 1290 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 304.00 | 304.000 | 90.000 | 90.000 | 11.40 | 1,026.00 | |||
| 1300 | STEEL POST TYPE 1 | 06410 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1310 | STEEL POST TYPE 2 | 06411 | LF | 850.00 | 850.000 | 912.000 | 912.000 | 4.15 | 3,784.80 | |||
| 1320 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 65.00 | 65.000 | 125.000 | 125.000 | 21.00 | 2,625.00 | |||
| 1330 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 25.00 | 25.000 | 40.000 | 40.000 | 21.00 | 840.00 | |||
| 1340 | OSS ALUMINUM 125 FT TRUSS | 06465 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 80,415.00 | 160,830.00 | |||
| 1350 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 164.50 | 164.500 | 157.970 | 157.970 | 325.00 | 51,340.25 | |||
| 1360 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 9,026.00 | 9,026.000 | 8,562.700 | 8,562.700 | 1.35 | 11,559.64 | |||
| 1370 | ROADWAY CROSS SECTION | 20419ED | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1380 | GMSS GALV STEEL TYPE C | 20815ED | LB | 20,906.00 | 20,906.000 | 18,923.240 | 18,923.240 | 4.30 | 81,369.93 | |||
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | Category | 0004 LIGHTING | |||||||
| 1390 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 31,638.00 | 253,104.00 | |||
| 1400 | POLE BASE-HIGH MAST | 04742 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 7,255.00 | 58,040.00 | |||
| 1410 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,115.00 | 18,230.00 | |||
| 1420 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 47.00 | 47.000 | 47.000 | 47.000 | 1,178.00 | 55,366.00 | |||
| 1430 | CONDUIT-3 1/2 INCH | 04798 | LF | 1,060.00 | 1,060.000 | 1,140.000 | 1,140.000 | 16.25 | 18,525.00 | |||
| 1440 | MARKER | 04800 | EACH | 18.00 | 18.000 | 16.000 | 16.000 | 250.00 | 4,000.00 | |||
| 1450 | TRENCHING AND BACKFILLING | 04820 | LF | 7,775.00 | 7,775.000 | 6,243.000 | 6,243.000 | 3.50 | 21,850.50 | |||
| 1460 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 525.00 | 525.000 | 395.000 | 395.000 | 4.60 | 1,817.00 | |||
| 1470 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 3,595.00 | 3,595.000 | 3,163.000 | 3,163.000 | 4.90 | 15,498.70 | |||
| 1480 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 6,375.00 | 6,375.000 | 6,193.000 | 6,193.000 | 6.14 | 38,025.02 | |||
| 1490 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 1500 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 685.00 | 4,110.00 | |||
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | Category | 0005 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1510 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 299,770.47 | 299,770.47 | |||
| 1520 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 136,171.01 | 34,042.75 | 136,171.01 | |
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | Category | 0006 TRAINEES | |||||||
| 1530 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS | 02742 | HOUR | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1540 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 899.500 | 899.500 | 1.00 | 899.50 | |||
| 1550 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 600.000 | 600.000 | 1.00 | 600.00 | |||
| SUBTOT | $42,854.55 |
$10,980,820.69 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1220-1-0I |
steel reinforcement | LB |
49,896.00 | 0005 | $0.40810 | $20,362.55 | ||||||
1220-2-0I |
steel reinforcement | LB |
24,722.00 | 0006 | $0.408100 | $10,089.04 | ||||||
1250-1-0I |
I BEAM, TYPE III | FT |
3,226.60 | 0007 | $119.700000 | $386,208.54 | ||||||
1130-1-0I |
ARMORED EDGE FOR CONCRETE | FT |
215.00 | 0010 | $25.440000 | $5,469.59 | ||||||
1210-2-0I |
CONCRETE-CLASS AA | LS |
1.00 | 0010 | $7420.000000 | $7,420.00 | ||||||
1210-1-0I |
CONCRETE-CLASS AA | LS |
1.00 | 0010 | $64890.020000 | $64,890.00 | ||||||
1240-1-0I |
CONDUIT | LS |
1.00 | 0010 | $9884.500000 | $9,884.50 | ||||||
1230-1-0I |
STEEL, REINEPCOATED | LB |
278,529.00 | 0011 | $0.458400 | $127,677.69 | ||||||
1210-3-0I |
stay in place forms | LS |
1.00 | 0014 | $5103.000000 | $5,103.00 | ||||||
1390-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0020 | $130140.020000 | $130,140.02 | ||||||
1390-2-0I |
TRAFFIC INCIDENTAL | LS |
1.00 | 0021 | $77597.510000 | $77,597.51 | ||||||
1220-1-0A |
steel reinforcement | LB |
23,596.00 | 0005 | $0.408100 | $-9,629.52 | ||||||
1220-2-0A |
steel reinforcement | LB |
12,802.00 | 0006 | $0.408100 | $-5,224.49 | ||||||
1220-1-0A |
steel reinforcement | LB |
12,802.00 | 0006 | $0.408100 | $-5,224.49 | ||||||
1220-1-0A |
steel reinforcement | LB |
13,498.00 | 0007 | $0.408100 | $-5,508.53 | ||||||
1220-2-0A |
steel reinforcement | LB |
11,920.00 | 0007 | $0.408100 | $-4,864.55 | ||||||
1250-1-0A |
I BEAM, TYPE III | FT |
3,226.00 | 0010 | $119.700000 | $-386,136.72 | ||||||
1130-1-0A |
ARMORED EDGE FOR CONCRETE | FT |
107.00 | 0013 | $25.440000 | $-2,722.08 | ||||||
1210-2-0A |
CONCRETE-CLASS AA | LS |
1.00 | 0013 | $7420.000000 | $-7,420.00 | ||||||
1210-1-0A |
CONCRETE-CLASS AA | LS |
1.00 | 0013 | $64890.020000 | $-64,890.00 | ||||||
1230-1-0A |
STEEL, REINEPCOATED | LB |
111,350.00 | 0013 | $0.458400 | $-51,042.84 | ||||||
1130-1-0A |
ARMORED EDGE FOR CONCRETE | FT |
108.00 | 0015 | $25.440000 | $-2,747.51 | ||||||
1210-3-0A |
stay in place forms | LS |
1.00 | 0015 | $5103.000000 | $-5,103.00 | ||||||
1230-1-0A |
STEEL, REINEPCOATED | LB |
167,179.00 | 0015 | $0.458400 | $-76,634.85 | ||||||
1240-1-0A |
CONDUIT | LS |
1.00 | 0015 | $9884.500000 | $-9,884.50 | ||||||
1390-2-0A |
TRAFFIC INCIDENTAL | LS |
1.00 | 0021 | $77597.510000 | $-77,597.51 | ||||||
1390-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0021 | $130140.020000 | $-130,140.02 | ||||||
1250-10C |
I BEAM, TYPE III | FT |
0.00 | 0076 | $119.695202 | $-71.82 | ||||||
| SUBTOT | $0.01 |
|||||||||||
| Project | DE07612060616 | Fed/State Project Number | FD04 076 5206 000-004 | 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 STONE BASE | 00003 | TON | 80,864.00 | 0.000 | 0.000 | 0.000 | 18.85 | 0.00 | |||
| 0020 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 182,612.00 | 0.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0030 | TRAFFIC BOUND BASE | 00020 | TON | 400.00 | 400.000 | 1,206.480 | 1,206.480 | 17.30 | 20,872.10 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 56.00 | 56.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 55.350 | 55.350 | 100.00 | 5,535.00 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 9,055.00 | 9,055.000 | 15,951.390 | 15,951.390 | 53.95 | 860,577.49 | |||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 45,393.00 | 45,393.000 | 51,099.190 | 51,099.190 | 51.95 | 2,654,602.92 | |||
| 0080 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 18,761.00 | 18,761.000 | 13,219.130 | 13,219.130 | 59.70 | 789,182.06 | |||
| 0090 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 4,331.00 | 4,331.000 | 5,675.830 | 5,675.830 | 64.40 | 365,523.45 | |||
| 0100 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | TON | 9,323.00 | 9,323.000 | 9,008.710 | 9,008.710 | 67.05 | 604,034.00 | |||
| 0110 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 72,099.00 | 72,099.000 | 35,127.230 | 35,127.230 | 1.95 | 68,498.09 | |||
| 0120 | ASPHALT CURING SEAL | 00358 | TON | 183.00 | 122.000 | 73.000 | 73.000 | 495.00 | 36,135.00 | |||
| 0130 | ENTRANCE PIPE-15 INCH | 00440 | LF | 716.00 | 716.000 | 755.000 | 755.000 | 32.00 | 24,160.00 | |||
| 0140 | ENTRANCE PIPE-24 INCH | 00443 | LF | 292.00 | 292.000 | 322.000 | 322.000 | 40.00 | 12,880.00 | |||
| 0150 | CULVERT PIPE-12 INCH | 00460 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 50.00 | 1,300.00 | |||
| 0160 | CULVERT PIPE-18 INCH | 00462 | LF | 1,105.00 | 1,105.000 | 1,099.000 | 1,099.000 | 45.00 | 49,455.00 | |||
| 0170 | CULVERT PIPE-24 INCH | 00464 | LF | 355.00 | 415.000 | 393.000 | 393.000 | 57.00 | 22,401.00 | |||
| 0180 | CULVERT PIPE-30 INCH | 00466 | LF | 172.00 | 172.000 | 172.000 | 172.000 | 75.00 | 12,900.00 | |||
| 0190 | CULVERT PIPE-36 INCH | 00468 | LF | 939.00 | 939.000 | 934.000 | 934.000 | 88.00 | 82,192.00 | |||
| 0200 | CULVERT PIPE-42 INCH | 00469 | LF | 388.00 | 388.000 | 388.000 | 388.000 | 105.00 | 40,740.00 | |||
| 0210 | CULVERT PIPE-30 INCH EQUIV | 00494 | LF | 31.00 | 31.000 | 31.000 | 31.000 | 90.00 | 2,790.00 | |||
| 0220 | STORM SEWER PIPE-15 INCH | 00521 | LF | 6,769.00 | 6,769.000 | 6,567.050 | 6,567.050 | 32.00 | 210,145.60 | |||
| 0230 | STORM SEWER PIPE-18 INCH | 00522 | LF | 2,183.00 | 2,183.000 | 2,042.000 | 2,042.000 | 40.00 | 81,680.00 | |||
| 0240 | STORM SEWER PIPE-24 INCH | 00524 | LF | 440.00 | 440.000 | 514.000 | 514.000 | 50.00 | 25,700.00 | |||
| 0250 | STORM SEWER PIPE-30 INCH | 00526 | LF | 708.00 | 708.000 | 592.000 | 592.000 | 65.00 | 38,480.00 | |||
| 0260 | STORM SEWER PIPE-36 INCH | 00528 | LF | 272.00 | 272.000 | 274.000 | 274.000 | 80.00 | 21,920.00 | |||
| 0270 | PERFORATED PIPE-4 INCH | 01000 | LF | 1,644.00 | 0.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0280 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 91.00 | 2,952.000 | 1,188.000 | 1,188.000 | 12.00 | 14,256.00 | |||
| 0290 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0300 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 975.00 | 975.00 | |||
| 0310 | METAL END SECTION TY 3-30 INCH | 01394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
| 0320 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 2,000.00 | 32,000.00 | |||
| 0330 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,650.00 | 10,600.00 | |||
| 0340 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,300.00 | 6,600.00 | |||
| 0350 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,700.00 | 5,700.00 | |||
| 0360 | CURB BOX INLET TYPE A | 01456 | EACH | 68.00 | 68.000 | 65.500 | 65.500 | 2,900.00 | 189,950.00 | |||
| 0370 | DROP BOX INLET TYPE 3 | 01496 | EACH | 5.00 | 7.000 | 5.000 | 5.000 | 4,050.00 | 20,250.00 | |||
| 0380 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0390 | DROP BOX INLET TYPE 5B | 01505 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 3,775.00 | 41,525.00 | |||
| 0400 | DROP BOX INLET TYPE 5D | 01511 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,000.00 | 20,000.00 | |||
| 0410 | DROP BOX INLET TYPE 5F | 01517 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,875.00 | 11,625.00 | |||
| 0420 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,875.00 | 1,875.00 | |||
| 0430 | JUNCTION BOX-36 INCH | 01645 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 0440 | STANDARD CURB AND GUTTER | 01810 | LF | 10,465.00 | 10,465.000 | 10,088.000 | 10,088.000 | 15.85 | 159,894.80 | |||
| 0450 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 16.000 | 16.000 | 175.00 | 2,800.00 | |||
| 0460 | REMOVE PAVEMENT | 02091 | SQYD | 3,842.00 | 3,842.000 | 5,155.000 | 5,155.000 | 9.25 | 47,683.75 | |||
| 0470 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 862.00 | 862.000 | 337.990 | 337.990 | 56.00 | 18,927.44 | |||
| 0480 | TEMPORARY DITCH | 02159 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 1.35 | 0.00 | |||
| 0490 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,802.00 | 5,802.000 | 8,533.240 | 8,533.240 | 22.00 | 187,731.28 | |||
| 0500 | WATER | 02242 | MGAL | 30.00 | 30.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0510 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 26,369.00 | 26,369.000 | 22,797.000 | 22,797.000 | 4.63 | 105,550.11 | |||
| 0520 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,750.00 | 3,750.000 | 4,398.750 | 4,398.750 | 16.48 | 72,491.40 | |||
| 0530 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 40.00 | 40.00 | |||
| 0540 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0550 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 425.00 | 2,975.00 | |||
| 0560 | REMOVE & RESET GUARDRAIL | 02383 | LF | 450.00 | 450.000 | 150.000 | 150.000 | 8.15 | 1,222.50 | |||
| 0570 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 1,925.00 | 17,325.00 | |||
| 0580 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 53.00 | 53.000 | 57.000 | 57.000 | 75.00 | 4,275.00 | |||
| 0590 | CHANNEL LINING CLASS II | 02483 | TON | 3,186.00 | 3,186.000 | 3,717.450 | 3,717.450 | 25.00 | 92,936.25 | |||
| 0600 | CHANNEL LINING CLASS III | 02484 | TON | 1,056.00 | 1,056.000 | 152.870 | 152.870 | 25.00 | 3,821.75 | |||
| 0610 | CEMENT | 02542 | TON | 4,821.00 | 0.000 | 0.000 | 0.000 | 124.23 | 0.00 | |||
| 0620 | CLEARING AND GRUBBING 101 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0630 | SIGNS | 02562 | SQFT | 325.00 | 325.000 | 422.000 | 422.000 | 7.00 | 2,954.00 | |||
| 0640 | EDGE KEY | 02585 | LF | 126.00 | 126.000 | 187.000 | 187.000 | 12.00 | 2,244.00 | |||
| 0650 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,140.00 | 2,140.000 | 4,360.880 | 4,360.880 | 1.65 | 7,195.45 | |||
| 0660 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 31,852.00 | 31,852.000 | 15,723.840 | 15,723.840 | 1.45 | 22,799.56 | |||
| 0670 | MAINTAIN & CONTROL TRAFFIC DUNCANNON ROAD | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0680 | DIVERSIONS (BY-PASS DETOURS) DUNCANNON ROAD | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0690 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0700 | TEMPORARY SILT FENCE | 02701 | LF | 6,900.00 | 6,900.000 | 6,868.000 | 6,868.000 | 2.50 | 17,170.00 | |||
| 0710 | SAND FOR BLOTTER | 02702 | TON | 457.00 | 0.000 | 0.000 | 0.000 | 34.60 | 0.00 | |||
| 0720 | SILT TRAP TYPE A | 02703 | EACH | 34.00 | 34.000 | 5.000 | 5.000 | 450.00 | 2,250.00 | |||
| 0730 | SILT TRAP TYPE B | 02704 | EACH | 162.00 | 162.000 | 161.000 | 161.000 | 200.00 | 32,200.00 | |||
| 0740 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 68.00 | 68.000 | 9.000 | 9.000 | 75.00 | 675.00 | |||
| 0750 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 324.00 | 324.000 | 53.000 | 53.000 | 50.00 | 2,650.00 | |||
| 0760 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 13,800.00 | 13,800.000 | 1,465.000 | 1,465.000 | 0.75 | 1,098.75 | |||
| 0770 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 2,697.00 | 2,697.000 | 2,525.600 | 2,525.600 | 28.00 | 70,716.80 | |||
| 0780 | STAKING DUNCANNON ROAD | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0800 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,750.00 | 2,750.00 | |||
| 0810 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 3,800.00 | 22,800.00 | |||
| 0820 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 980.00 | 873.000 | 660.000 | 660.000 | 21.50 | 14,190.00 | |||
| 0840 | EROSION CONTROL BLANKET | 05950 | SQYD | 28,974.00 | 44,360.000 | 118,789.500 | 118,789.500 | 1.09 | 129,480.55 | |||
| 0850 | TEMPORARY MULCH | 05952 | SQYD | 308,623.00 | 308,623.000 | 218,497.080 | 218,497.080 | 0.12 | 26,219.64 | |||
| 0860 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 154,316.00 | 229,125.040 | 229,125.040 | 229,125.040 | 0.15 | 34,368.75 | |||
| 0870 | TOPDRESSING FERTILIZER | 05966 | TON | 16.00 | 16.000 | 16.000 | 16.000 | 400.00 | 6,400.00 | |||
| 0880 | SEEDING AND PROTECTION | 05985 | SQYD | 308,623.00 | 308,623.000 | 265,024.480 | 265,024.480 | 0.24 | 63,605.87 | |||
| 0890 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 42,556.00 | 42,556.000 | 57,676.910 | 57,676.910 | 0.16 | 9,228.30 | |||
| 0900 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 149,945.00 | 149,945.000 | 126,410.000 | 126,410.000 | 0.12 | 15,169.20 | |||
| 0910 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 79,509.00 | 79,509.000 | 41,967.000 | 41,967.000 | 0.34 | 14,268.78 | |||
| 0920 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | LF | 40,471.00 | 40,471.000 | 28,754.000 | 28,754.000 | 0.36 | 10,351.44 | |||
| 0930 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 3,993.00 | 3,993.000 | 94.000 | 94.000 | 0.52 | 48.88 | |||
| 0940 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 404.000 | 404.000 | 1.65 | 666.60 | |||
| 0950 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 308.000 | 308.000 | 1.65 | 508.20 | |||
| 0960 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 652.00 | 652.000 | 553.000 | 553.000 | 1.85 | 1,023.05 | |||
| 0970 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 326.00 | 326.000 | 314.500 | 314.500 | 5.75 | 1,808.37 | |||
| 0980 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 9,144.00 | 9,144.000 | 1,750.000 | 1,750.000 | 2.75 | 4,812.50 | |||
| 0990 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 34.00 | 34.000 | 44.000 | 44.000 | 90.00 | 3,960.00 | |||
| 1000 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 155.00 | 310.00 | |||
| 1010 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 49.00 | 49.000 | 85.000 | 85.000 | 6.25 | 531.25 | |||
| 1020 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 136.00 | 136.000 | 230.000 | 230.000 | 19.25 | 4,427.50 | |||
| 1030 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 228.00 | 228.000 | 250.000 | 250.000 | 19.25 | 4,812.50 | |||
| 1040 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 306.00 | 306.000 | 312.000 | 312.000 | 19.25 | 6,006.00 | |||
| 1050 | CONCRETE-CLASS A | 08100 | CUYD | 75.53 | 75.530 | 77.450 | 77.450 | 900.00 | 69,705.00 | |||
| 1060 | STEEL REINFORCEMENT | 08150 | LB | 4,860.50 | 4,860.500 | 4,760.000 | 4,760.000 | 1.00 | 4,760.00 | |||
| 1070 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 174,000.00 | 174,000.000 | 44,776.370 | 44,776.370 | 1.00 | 44,776.37 | |||
| 1080 | FUEL ADJUSTMENT | 10020NS | DOLL | 114,000.00 | 293,779.130 | 40,545.500 | 325,363.760 | 365,909.260 | 1.00 | 40,545.50 | 365,909.26 | |
| 1090 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 157,000.00 | 503,686.670 | 66,923.960 | 332,886.940 | 399,810.900 | 1.00 | 66,923.96 | 399,810.90 | |
| 1100 | SILT TRAP TYPE C | 20496NS843 | EACH | 25.00 | 44.000 | 57.000 | 57.000 | 300.00 | 17,100.00 | |||
| 1110 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 50.00 | 50.000 | 32.000 | 32.000 | 55.00 | 1,760.00 | |||
| 1120 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1130 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 15,891.00 | 15,891.000 | 2,130.710 | 2,130.710 | 2.00 | 4,261.42 | |||
| 1140 | EMBANKMENT | 21553EN | CUYD | 180,937.00 | 167,574.000 | 167,624.000 | 167,624.000 | 2.23 | 373,801.52 | |||
| 1150 | EXCAVATION | 21554EN | CUYD | 313,973.00 | 322,929.000 | 323,240.150 | 323,240.150 | 3.39 | 1,095,784.10 | |||
| 1160 | TREE PROTECTION FENCING | 21779EN | LF | 1,850.00 | 1,850.000 | 1,850.000 | 1,850.000 | 3.00 | 5,550.00 | |||
| 1630 | INTERSECTION SIGNALIZATION | 21808NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 8004 | DGA BASE | 00001 | TON | 0.00 | 91,882.500 | 92,550.080 | 92,550.080 | 16.85 | 1,559,468.84 | |||
| 8006 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 0.00 | 25,430.000 | 22,053.840 | 22,053.840 | 36.70 | 809,375.92 | |||
| 8008 | PERFORATED PIPE-4 INCH | 01000 | LF | 0.00 | 58,990.000 | 61,189.000 | 61,189.000 | 4.50 | 275,350.50 | |||
| 8010 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 0.00 | 123.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 8012 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 1.000 | 3,750.00 | 1,875.00 | 3,750.00 | |
| 8014 | SAND FOR BLOTTER | 02702 | TON | 0.00 | 301.000 | 393.230 | 393.230 | 19.50 | 7,667.98 | |||
| 8019 | PERF PIPE HEADWALL | 21567NN | EACH | 0.00 | 25.000 | 28.000 | 28.000 | 485.00 | 13,580.00 | |||
| 8020 | SAFELOADING | 02690 | CUYD | 0.00 | 6.000 | 6.000 | 6.000 | 195.00 | 1,170.00 | |||
| 8028 | TEMPORARY GUARDRAIL | 02397 | LF | 0.00 | 362.500 | 387.500 | 387.500 | 8.95 | 3,468.12 | |||
| 8029 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 907.50 | 3,630.00 | |||
| 8034 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 0.00 | 280.000 | 280.000 | 280.000 | 3.65 | 1,022.00 | |||
| 8035 | REM AND RESET CRASH CUSHION | 20405ES112 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,495.00 | 2,990.00 | |||
| 8036 | RIGHT-OF-WAY MOWING | 02167 | ACRE | 0.00 | 108.600 | 36.200 | 36.200 | 107.04 | 3,874.84 | |||
| 8037 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,360.00 | 2,720.00 | |||
| 8038 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 0.00 | 320.000 | 151.000 | 151.000 | 3.75 | 566.25 | |||
| 8039 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 0.00 | 200.000 | 190.000 | 190.000 | 3.75 | 712.50 | |||
| 8042 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 43,685.62 | 43,685.62 | |||
| 8043 | FENCE GATE-16 FT | 22751NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,720.00 | 3,440.00 | |||
| 8046 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 9,346.230 | 9,346.230 | 1.00 | 9,346.23 | |||
| 9004 | COST PLUS WORK Curb Box Reinforcement | 10080NSD | DOLL | 0.00 | 2,434.370 | 2,434.370 | 2,434.370 | 1.00 | 2,434.37 | |||
| 9006 | UTILITY BILLS High Mast/US 25 Signal | 22438NN | DOLL | 0.00 | 9,479.640 | 9,479.640 | 9,479.640 | 1.00 | 9,479.64 | |||
| 9007 | ADMINISTRATIVE SETTLEMENT CSX Bridge Utility Delay | 10104NX | DOLL | 0.00 | 217,439.310 | 217,439.310 | 217,439.310 | 1.00 | 217,439.31 | |||
| Project | DE07612060616 | Fed/State Project Number | FD04 076 5206 000-004 | Category | 0002 BRIDGE | |||||||
| 1170 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 633.00 | 633.000 | 318.460 | 318.460 | 38.00 | 12,101.48 | |||
| 1180 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 0.01 | 0.69 | |||
| 1190 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 26.00 | 26.000 | 26.000 | 26.000 | 300.00 | 7,800.00 | |||
| 1200 | MASONRY COATING | 02998 | SQYD | 645.00 | 645.000 | 1,208.350 | 1,208.350 | 9.20 | 11,116.82 | |||
| 1210 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 146.00 | 146.000 | 146.000 | 146.000 | 75.00 | 10,950.00 | |||
| 1220 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 274.00 | 274.000 | 339.700 | 339.700 | 35.00 | 11,889.50 | |||
| 1230 | FOUNDATION PREPARATION DUNCANNON RAOD | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 1240 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 226.00 | 226.000 | 125.380 | 125.380 | 25.00 | 3,134.50 | |||
| 1250 | CONCRETE-CLASS A | 08100 | CUYD | 429.60 | 429.600 | 445.210 | 445.210 | 430.00 | 191,440.30 | |||
| 1260 | CONCRETE-CLASS AA | 08104 | CUYD | 202.80 | 202.800 | 202.800 | 202.800 | 475.00 | 96,330.00 | |||
| 1270 | STEEL REINFORCEMENT | 08150 | LB | 52,519.00 | 52,519.000 | 43,368.000 | 43,368.000 | 0.80 | 34,694.40 | |||
| 1280 | STEEL REINF-EPOXY COATED | 08151 | LB | 29,288.00 | 29,288.000 | 27,311.300 | 27,311.300 | 0.96 | 26,218.84 | |||
| 1290 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 1300 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 735.00 | 735.000 | 735.000 | 735.000 | 220.00 | 161,700.00 | |||
| 1310 | PEDESTRIAN CAGE | 21778NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 8022 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 8023 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 0.00 | 75.000 | 75.000 | 75.000 | 165.00 | 12,375.00 | |||
| 8025 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 125.000 | 124.000 | 124.000 | 198.60 | 24,626.40 | |||
| 8026 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 425.000 | 445.430 | 445.430 | 25.00 | 11,135.75 | |||
| 8027 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 130.000 | 130.000 | 130.000 | 105.00 | 13,650.00 | |||
| 9002 | ADMINISTRATIVE SETTLEMENT Bridge over CSX Railraod Claim Settlement | 10104NX | DOLL | 0.00 | 50,389.760 | 50,389.760 | 50,389.760 | 1.00 | 50,389.76 | |||
| Project | DE07612060616 | Fed/State Project Number | FD04 076 5206 000-004 | Category | 0003 MOBILIZATION AND DEMOBILIZATION | |||||||
| 1320 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 471,829.52 | 471,829.52 | |||
| 1330 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 214,328.98 | 53,582.24 | 214,328.98 | |
| Project | DE07612060616 | Fed/State Project Number | FD04 076 5206 000-004 | Category | 0004 WATERLINE | |||||||
| 1340 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 465.00 | 465.000 | 468.000 | 468.000 | 39.00 | 18,252.00 | |||
| 1350 | COPPER PIPE-1 INCH | 03361 | LF | 55.00 | 55.000 | 59.000 | 59.000 | 20.00 | 1,180.00 | |||
| 1360 | COPPER PIPE-2 INCH | 03363 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1370 | PVC PIPE-4 INCH | 03383 | LF | 45.00 | 45.000 | 40.000 | 40.000 | 30.00 | 1,200.00 | |||
| 1380 | PVC PIPE-8 INCH C-900 CLASS 200 | 03387 | LF | 88.00 | 88.000 | 73.000 | 73.000 | 45.00 | 3,285.00 | |||
| 1390 | PVC PIPE-8 INCH CLASS 250 | 03387 | LF | 1,511.00 | 1,511.000 | 1,549.500 | 1,549.500 | 26.00 | 40,287.00 | |||
| 1400 | REMOVE-REINSTALL FIRE HYDRANT | 03436 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1410 | TIE-IN 6 INCH | 03466 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1420 | TIE-IN 8 INCH W/GATE VALVE AND 1 IN BYPASS ASSEMBLY | 03468 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 1430 | TIE-IN 8 INCH WITH GATE VALVE | 03468 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 1440 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 1450 | BORE & JACK ENCASEMENT PIPE | 20086ES706 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 155.00 | 23,250.00 | |||
| 1460 | METER ASSEMBLY-2 IN | 21215ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 1470 | REM AND RESET WATER METER AND BOX | 21344ND | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 1480 | POLYETHYLENE PIPE-1 IN | 21701EN | LF | 98.00 | 98.000 | 124.000 | 124.000 | 12.50 | 1,550.00 | |||
| 1490 | PE SERVICE LINE-3/4 IN | 21753EN | LF | 130.00 | 130.000 | 48.000 | 48.000 | 14.00 | 672.00 | |||
| 1500 | DUCTILE IRON WATER MAIN - 3" | 21780ED | LF | 45.00 | 45.000 | 45.000 | 45.000 | 40.00 | 1,800.00 | |||
| 1510 | DUCTILE IRON WATER MAIN - 4" | 21781ED | LF | 140.00 | 140.000 | 114.000 | 114.000 | 25.00 | 2,850.00 | |||
| 1520 | FREEBORE FOR 8" WATER LINE | 21782ED | LF | 25.00 | 25.000 | 25.000 | 25.000 | 75.00 | 1,875.00 | |||
| 1530 | INLINE GATE VALVE - 2" | 21783ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 1540 | INLINE GATE VALVE - 3" | 21784ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 1550 | INLINE GATE VALVE - 4" | 21785ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 1560 | INLINE GATE VALVE - 8" | 21786ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,025.00 | 2,050.00 | |||
| 1570 | OPEN CUT W/ PVC ENCASEMENT 1 IN SERVICE LINE | 21787ED | LF | 160.00 | 160.000 | 110.000 | 110.000 | 11.00 | 1,210.00 | |||
| 1580 | OPEN CUT W/ PVC ENCASEMENT 4 IN DI WATER LINE | 21787ED | LF | 20.00 | 20.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 1590 | OPEN CUT W/ STEEL ENCASEMENT 8 IN D.I. WATER LINE | 21788ED | LF | 20.00 | 20.000 | 20.000 | 20.000 | 85.00 | 1,700.00 | |||
| 1600 | OPEN CUT W/ STEEL ENCASEMENT 8 IN PVC WATER LINE | 21788ED | LF | 117.00 | 117.000 | 117.000 | 117.000 | 92.00 | 10,764.00 | |||
| 1610 | ROAD BORE W/ STEEL ENCASEMENT | 21789ED | LF | 110.00 | 110.000 | 110.000 | 110.000 | 225.00 | 24,750.00 | |||
| 1620 | UNDERGROUND PREFAB BLOW OFF VALVE | 21790ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| SUBTOT | $162,926.70 |
$25,740,183.39 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1300-1-0I |
BOX BEAM, B | FT |
735.00 | 0010 | $146.880000 | $107,956.79 | ||||||
1270-1-0I |
STEEL REINPL 615GR40 | LB |
52,778.00 | 0041 | $0.689000 | $36,364.04 | ||||||
1280-1-0I |
STEEL, REINEPCOATED | LB |
969.00 | 0041 | $0.836900 | $810.93 | ||||||
8023-1-0I |
GDRAIL GALV AW .109 | LS |
1.00 | 0041 | $5500.000000 | $5,500.00 | ||||||
1260-1-0I |
STAY IN PL FORMS | LS |
1.00 | 0044 | $3224.520000 | $3,224.52 | ||||||
1270-2-0I |
STEEL REINPL 615GR40 | LB |
52,778.00 | 0044 | $0.689000 | $36,364.04 | ||||||
1280-3-0I |
STEEL, REINEPCOATED | LB |
969.00 | 0044 | $0.836900 | $810.93 | ||||||
1280-2-0I |
STEEL, REINEPCOATED | LB |
28,320.00 | 0044 | $0.742000 | $21,013.44 | ||||||
8023-2-0I |
GDRAIL GALV AW .109 | LS |
1.00 | 0044 | $5830.000000 | $5,830.00 | ||||||
1270-1-0A |
STEEL REINPL 615GR40 | LB |
10,141.50 | 0041 | $0.689000 | $-6,987.49 | ||||||
1270-1-0A |
STEEL REINPL 615GR40 | LB |
13,232.90 | 0042 | $0.689000 | $-9,117.47 | ||||||
1270-1-0A |
STEEL REINPL 615GR40 | LB |
7,391.80 | 0043 | $0.689000 | $-5,092.95 | ||||||
1300-1-0A |
BOX BEAM, B | FT |
294.00 | 0044 | $146.880000 | $-43,182.72 | ||||||
1260-1-0A |
STAY IN PL FORMS | LS |
1.00 | 0045 | $3224.520000 | $-3,224.52 | ||||||
1280-3-0A |
STEEL, REINEPCOATED | LB |
969.00 | 0045 | $0.836900 | $-810.93 | ||||||
1280-2-0A |
STEEL, REINEPCOATED | LB |
9,426.30 | 0045 | $0.742000 | $-6,994.31 | ||||||
1280-1-0A |
STEEL, REINEPCOATED | LB |
969.00 | 0045 | $0.836900 | $-810.93 | ||||||
1270-2-0A |
STEEL REINPL 615GR40 | LB |
5,014.30 | 0046 | $0.689000 | $-3,454.85 | ||||||
1270-1-0A |
STEEL REINPL 615GR40 | LB |
5,014.30 | 0046 | $0.689000 | $-3,454.85 | ||||||
1270-1-0A |
STEEL REINPL 615GR40 | LB |
7,587.50 | 0047 | $0.689000 | $-5,227.79 | ||||||
1270-2-0A |
STEEL REINPL 615GR40 | LB |
7,587.50 | 0047 | $0.689000 | $-5,227.79 | ||||||
1300-1-0A |
BOX BEAM, B | FT |
441.00 | 0048 | $146.880000 | $-64,774.07 | ||||||
8023-1-0A |
GDRAIL GALV AW .109 | LS |
1.00 | 0048 | $5500.000000 | $-5,500.00 | ||||||
8023-2-0A |
GDRAIL GALV AW .109 | LS |
1.00 | 0048 | $5830.000000 | $-5,830.00 | ||||||
1270-0-0A |
STEEL REINFORCEMENT |
|
-52,778.00 | 0051 | $ | $-36,364.04 | ||||||
1280-2-0A |
STEEL, REINEPCOATED | LB |
13,530.00 | 0051 | $0.742000 | $-10,039.26 | ||||||
1270-0-0A |
STEEL REINFORCEMENT |
|
0.00 | 0076 | $ | $36,364.04 | ||||||
1270-10C |
STEEL REINPL 615GR40 | LB |
0.00 | 0076 | $0.689000 | $-6,483.49 | ||||||
1270-20C |
STEEL REINPL 615GR40 | LB |
0.00 | 0076 | $0.689000 | $-27,681.40 | ||||||
1280-20C |
STEEL, REINEPCOATED | LB |
0.00 | 0076 | $0.742000 | $-3,979.87 | ||||||
| SUBTOT | $0.00 |
|||||||||||