|
Report_Id: 041014 Est NO 0086 |
Date:01/24/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 041014 | Estimate Number | 0086 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08300) Chaney, William G., P.E. | ||||||
| Contractor | BIZZACK INC | ADDR SN 2 VC Code VC0000088060 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 10/15/2009 TO 01/07/2011 | ||||||
| Date Approved | 01/24/2011 | ||||||
| Primary Proj Number | D100002704014 | ||||||
| Project No. | DPR-NH 0023(6), NCPD 66-1(6) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | US27 AND I-66 IN PULASKI COUNTY | ||||||
| Description | US 27 & I66 TWO PROJECTS | ||||||
| Date Let | 08/06/2004 | Formal Acceptance | |||||
| Date Awarded | 11/30/2004 | Date Work Began | 02/07/2005 | ||||
| Date Contract Executed | 12/14/2004 | Open To Traffic | |||||
| Date NTP Issued | 12/14/2004 | Actual Completion Date | 04/24/2008 | ||||
| Current Contract Amount | $40,695,442.52 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $32,540,482.99 |
Total Earnings | $40,569,870.15 |
$39,902,930.94 |
$666,939.21 |
|
| Percent Complete | 99.69 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $125,572.37 |
Gross Earnings | $40,569,870.15 |
$39,902,930.94 |
$666,939.21 |
|
| Total Change Orders | $8,154,959.53 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $40,569,870.15 |
$39,902,930.94 |
$666,939.21 |
|||
| Contract Id | 041014 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0086 | Project Number | DPR-NH 0023(6), NCPD 66-1(6) | |||||||
| Contractor | BIZZACK INC | Period | 10/15/2009 TO 01/07/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Soil reinforcement, utilities, unsuitable material removal | Approved | 10/11/2005 | $461,778.14 | 16.0 | |||||
| 002 | Change from Roadway Excavation to Embankment, with Rock Rdbd | Approved | 10/17/2005 | $3,334,187.36 | 0.0 | |||||
| 003 | Bore culvert casing under railroad Sta 1182+83 | Approved | 01/18/2006 | $60,802.00 | 2.0 | |||||
| 004 | Set up items for Asphalt, Fuel and Lot Pay Adjustments | Approved | 05/02/2006 | $200,823.92 | 0.0 | |||||
| 005 | Borrow material to complete Rock Roadbed and fill Undercut | Approved | 10/20/2006 | $2,016,684.00 | 55.0 | |||||
| 006 | FUEL/ASPHALT ADJ.; erosion items; quantity adjs. | Approved | 08/14/2007 | $876,331.35 | 11.0 | |||||
| 007 | Value Engineering, Material Cost | Approved | 05/14/2008 | $224,852.76 | 52.0 | |||||
| 008 | Funds for Fuel & Asphalt Adjustments | Approved | 06/10/2009 | $213,000.00 | 0.0 | |||||
| 009 | Funds for Final Fuel and Asphalt and Lot Pay Adjustments | Approved | 01/04/2011 | $766,500.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| OTHER | 0043 |
$103,489.88 |
| OTHER | 0044 |
$101,744.76 |
| OTHER | 0046 |
$15,499.14 |
| OTHER | 0047 |
$-101,744.76 |
| OTHER | 0047 |
$-103,489.88 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| D100002704014 | 0850 | ROADWAY EXCAVATION | FUEL | 0014 | 0.00 |
$0.00 |
$6,150.46 |
||
| D100006604015 | 0430 | ROADWAY EXCAVATION | FUEL | 0014 | 0.00 |
$0.00 |
$14,877.07 |
||
| D100002704014 | 0850 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$32,973.00 |
||
| D100002704014 | 8035 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$-6,024.23 |
||
| D100006604015 | 0430 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0026 | 0.00 |
$0.00 |
$132,277.43 |
||
| D100002704014 | 0850 | ROADWAY EXCAVATION | OTHER | 0042 | 86,000.00 |
$4.53 |
$389,580.00 |
||
| D100002704014 | 0850 | ROADWAY EXCAVATION | OTHER | 0048 | -86,000.00 |
$4.53 |
$-389,580.00 |
||
| D100002704014 | 1370 | SEEDING AND PROTECTION | OTHER | 0055 | 13,567.00 |
$0.31 |
$4,205.77 |
||
| D100002704014 | 0850 | ROADWAY EXCAVATION | FUEL | 0062 | 0.00 |
$0.00 |
$-6,150.46 |
||
| D100002704014 | 0850 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-32,973.00 |
||
| D100002704014 | 8035 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$6,024.23 |
||
| D100006604015 | 0430 | ROADWAY EXCAVATION | FUEL | 0062 | 0.00 |
$0.00 |
$-14,877.07 |
||
| D100006604015 | 0430 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0062 | 0.00 |
$0.00 |
$-132,277.43 |
||
| D100002704014 | 1370 | SEEDING AND PROTECTION | OTHER | 0076 | 0.00 |
$0.00 |
$-15,499.14 |
||
| D100002704014 | 1370 | SEEDING AND PROTECTION | OTHER | 0076 | 13,567.00 |
$-0.31 |
$-4,205.77 |
||
| Contract Id | 041014 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | D100002704014 | ||||||
| Estimate Nbr | 0086 | Period | 10/15/2009 TO 01/07/2011 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | 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 | 3,325.00 | 3,325.000 | 876.460 | 876.460 | 12.00 | 10,517.52 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 35,236.00 | 35,236.000 | 4,749.890 | 19,603.850 | 24,353.740 | 12.00 | 56,998.68 | 292,244.88 | |
| 0030 | LIME STABILIZED ROADBED | 00013 | SQYD | 67,079.00 | 0.000 | 0.000 | 0.000 | 1.64 | 0.00 | |||
| 0040 | LIME | 00014 | TON | 1,215.00 | 0.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 978.00 | 978.000 | 1,458.120 | 1,458.120 | 14.00 | 20,413.68 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 30.00 | 30.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 388.00 | 388.000 | 574.400 | 574.400 | 21.50 | 12,349.60 | |||
| 0080 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,108.00 | 1,108.000 | 3,502.170 | 3,502.170 | 38.15 | 133,607.78 | |||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,609.00 | 2,609.000 | 9,086.740 | 5,069.450 | 14,156.190 | 32.70 | 297,136.39 | 462,907.41 | |
| 0110 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 1,046.00 | 1,046.000 | 3,407.530 | 2,377.600 | 5,785.130 | 35.50 | 120,967.31 | 205,372.11 | |
| 0120 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 9,627.00 | 9,627.000 | 11,605.550 | 11,605.550 | 33.80 | 392,267.59 | |||
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 47.00 | 47.000 | 68.770 | 68.770 | 250.00 | 17,192.50 | |||
| 0140 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 4,019.00 | 4,019.000 | 3,713.430 | 3,713.430 | 39.00 | 144,823.77 | |||
| 0160 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 609.00 | 609.000 | 1,703.760 | 1,643.190 | 3,346.950 | 54.50 | 92,854.92 | 182,408.77 | |
| 0170 | ASPHALT CURING SEAL | 00358 | TON | 67.00 | 0.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0180 | ENTRANCE PIPE-12 INCH | 00439 | LF | 47.00 | 47.000 | 81.000 | 81.000 | 24.70 | 2,000.70 | |||
| 0190 | ENTRANCE PIPE-15 INCH | 00440 | LF | 911.00 | 911.000 | 1,065.000 | 1,065.000 | 23.90 | 25,453.50 | |||
| 0200 | ENTRANCE PIPE-18 INCH | 00441 | LF | 55.00 | 55.000 | 125.000 | 125.000 | 23.90 | 2,987.50 | |||
| 0210 | ENTRANCE PIPE-24 INCH | 00443 | LF | 172.00 | 172.000 | 70.000 | 176.000 | 246.000 | 30.40 | 2,128.00 | 7,478.40 | |
| 0220 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | LF | 239.00 | 239.000 | 84.000 | 84.000 | 25.30 | 2,125.20 | |||
| 0230 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 27.10 | 0.00 | |||
| 0240 | CULVERT PIPE-15 INCH | 00461 | LF | 178.00 | 178.000 | 222.000 | 194.000 | 416.000 | 26.50 | 5,883.00 | 11,024.00 | |
| 0250 | CULVERT PIPE-18 INCH | 00462 | LF | 2,105.00 | 2,105.000 | 2,350.000 | 2,350.000 | 33.40 | 78,490.00 | |||
| 0260 | CULVERT PIPE-24 INCH | 00464 | LF | 2,527.00 | 2,527.000 | 2,111.500 | 2,111.500 | 38.70 | 81,715.05 | |||
| 0270 | CULVERT PIPE-30 INCH | 00466 | LF | 2,066.00 | 2,066.000 | 2,230.500 | 2,230.500 | 48.30 | 107,733.15 | |||
| 0280 | CULVERT PIPE-36 INCH | 00468 | LF | 1,087.00 | 1,087.000 | 1,119.000 | 1,119.000 | 54.80 | 61,321.20 | |||
| 0290 | CULVERT PIPE-42 INCH | 00469 | LF | 427.00 | 427.000 | 428.000 | 428.000 | 63.70 | 27,263.60 | |||
| 0300 | CULVERT PIPE-48 INCH | 00470 | LF | 475.00 | 475.000 | 475.000 | 475.000 | 73.20 | 34,770.00 | |||
| 0310 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 268.00 | 268.000 | 239.000 | 239.000 | 83.60 | 19,980.40 | |||
| 0320 | STORM SEWER PIPE-15 INCH | 00521 | LF | 37.00 | 37.000 | 32.000 | 32.000 | 36.90 | 1,180.80 | |||
| 0330 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,044.00 | 1,044.000 | -6.220 | 949.720 | 943.500 | 33.20 | -206.50 | 31,324.20 | |
| 0340 | STORM SEWER PIPE-24 INCH | 00524 | LF | 407.00 | 407.000 | 148.000 | 148.000 | 47.00 | 6,956.00 | |||
| 0350 | STORM SEWER PIPE-36 INCH | 00528 | LF | 222.00 | 222.000 | 223.000 | 223.000 | 66.90 | 14,918.70 | |||
| 0360 | STORM SEWER PIPE-42 INCH | 00529 | LF | 470.00 | 470.000 | 470.000 | 470.000 | 81.90 | 38,493.00 | |||
| 0370 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0380 | PERFORATED PIPE-4 INCH | 01000 | LF | 8,614.00 | 8,614.000 | 3,914.833 | 3,914.833 | 4.80 | 18,791.19 | |||
| 0390 | PERFORATED PIPE-6 INCH | 01001 | LF | 8,733.00 | 8,733.000 | 60.000 | 60.000 | 6.35 | 381.00 | |||
| 0400 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,212.00 | 1,212.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0410 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 265.00 | 265.000 | 0.000 | 0.000 | 9.40 | 0.00 | |||
| 0420 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 9.00 | 9.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 0430 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0440 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0450 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0460 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0470 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0480 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0490 | REMOVE PIPE | 01310 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0500 | METAL END SECTION TY 1-15 INCH | 01370 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0510 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0520 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0530 | METAL END SECTION TY 3-24 INCH | 01393 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 0540 | METAL END SECTION TY 3-42 INCH | 01396 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0550 | METAL END SECTION TY 4-18 INCH | 01411 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0560 | CURB BOX INLET TYPE A | 01456 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,800.00 | 30,800.00 | |||
| 0570 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 0580 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0590 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0600 | DROP BOX INLET TYPE 5B | 01505 | EACH | 19.00 | 19.000 | 21.000 | 21.000 | 2,300.00 | 48,300.00 | |||
| 0610 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0620 | DROP BOX INLET TYPE 11 | 01544 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,900.00 | 15,200.00 | |||
| 0630 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0640 | JUNCTION BOX | 01650 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 0650 | SPRING BOX INLET TYPE A | 01660 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0660 | FLUME INLET TYPE 2 | 01691 | EACH | 24.00 | 24.000 | 21.000 | 21.000 | 3,000.00 | 63,000.00 | |||
| 0670 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0680 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | EACH | 20.00 | 20.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0690 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0700 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0710 | MANHOLE TYPE C | 01767 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,500.00 | 18,000.00 | |||
| 0740 | REMOVE CURB AND GUTTER | 01812 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 10.00 | 1,000.00 | |||
| 0760 | ISLAND INTEGRAL CURB | 01845 | LF | 169.00 | 169.000 | 111.000 | 111.000 | 22.00 | 2,442.00 | |||
| 0770 | STANDARD HEADER CURB | 01875 | LF | 148.00 | 148.000 | 206.000 | 206.000 | 22.00 | 4,532.00 | |||
| 0780 | VALLEY GUTTER | 01895 | LF | 50.00 | 50.000 | 48.250 | 48.250 | 40.00 | 1,930.00 | |||
| 0790 | ASPHALT WEDGE CURB | 01897 | LF | 15,302.00 | 15,302.000 | 13,441.000 | 13,441.000 | 4.75 | 63,844.75 | |||
| 0800 | BARRICADE-TYPE III | 02014 | EACH | 50.00 | 50.000 | 16.000 | 16.000 | 200.00 | 3,200.00 | |||
| 0810 | JPC PAVEMENT-6 INCH | 02075 | SQYD | 915.00 | 915.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0830 | REMOVE PAVEMENT | 02091 | SQYD | 7,315.00 | 7,315.000 | 4,429.000 | 4,429.000 | 1.70 | 7,529.30 | |||
| 0840 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 929.00 | 929.000 | 824.230 | 824.230 | 44.00 | 36,266.12 | |||
| 0870 | GRANULAR EMBANKMENT | 02223 | CUYD | 497.00 | 497.000 | 652.000 | 652.000 | 3.00 | 1,956.00 | |||
| 0880 | WATER | 02242 | MGAL | 1,340.00 | 1,340.000 | 45.000 | 45.000 | 5.00 | 225.00 | |||
| 0890 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 33,874.00 | 33,874.000 | 35,646.000 | 35,646.000 | 3.80 | 135,454.80 | |||
| 0900 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25,475.00 | 25,475.000 | 24,443.750 | 24,443.750 | 14.15 | 345,879.06 | |||
| 0910 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 325.000 | 325.000 | 21.97 | 7,140.25 | |||
| 0920 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 33.00 | 33.000 | 1.000 | 43.000 | 44.000 | 38.00 | 38.00 | 1,672.00 | |
| 0930 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,895.00 | 7,580.00 | |||
| 0940 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,884.00 | 9,768.00 | |||
| 0950 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 635.00 | 1,905.00 | |||
| 0960 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 840.00 | 5,880.00 | |||
| 0970 | REMOVE GUARDRAIL | 02381 | LF | 3,678.50 | 3,678.500 | 4,243.500 | 4,243.500 | 1.50 | 6,365.25 | |||
| 0980 | REMOVE & RESET GUARDRAIL | 02383 | LF | 1,150.00 | 1,150.000 | 1,012.500 | 1,012.500 | 6.50 | 6,581.25 | |||
| 0990 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 311.00 | 622.00 | |||
| 1000 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,908.00 | 19,080.00 | |||
| 1010 | SEPTIC TANK TREATMENT | 02404 | EACH | 17.00 | 17.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 1020 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 51.00 | 51.000 | 57.000 | 57.000 | 71.00 | 4,047.00 | |||
| 1030 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 73.00 | 73.000 | 61.000 | 61.000 | 65.65 | 4,004.65 | |||
| 1040 | CLEAN SINKHOLE | 02469 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
| 1050 | CAP CISTERN | 02473 | SQFT | 21.00 | 21.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1060 | PLUG WATER WELL | 02475 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 1070 | CHANNEL LINING CLASS II | 02483 | TON | 1,269.00 | 1,269.000 | 0.000 | 0.000 | 9.20 | 0.00 | |||
| 1080 | CHANNEL LINING CLASS III | 02484 | TON | 22,306.00 | 22,156.000 | 0.000 | 0.000 | 9.20 | 0.00 | |||
| 1090 | CLEARING AND GRUBBING US27 179 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 153,600.00 | 153,600.00 | |||
| 1100 | CONCRETE-CLASS B | 02555 | CUYD | 86.00 | 86.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1110 | SIGNS | 02562 | SQFT | 2,729.00 | 2,729.000 | 2,857.000 | 2,857.000 | 10.00 | 28,570.00 | |||
| 1130 | EDGE KEY | 02585 | LF | 338.00 | 338.000 | 68.000 | 68.000 | 10.00 | 680.00 | |||
| 1150 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 36,845.00 | 36,845.000 | 57,688.580 | 57,688.580 | 1.25 | 72,110.72 | |||
| 1160 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 337,159.00 | 436,427.000 | -6,229.890 | 238,989.030 | 232,759.140 | 0.89 | -5,544.60 | 207,155.63 | |
| 1170 | MAINTAIN & CONTROL TRAFFIC US27 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 309,000.00 | 309,000.00 | |||
| 1180 | DIVERSIONS (BY-PASS DETOURS) US27 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,250.00 | 115,250.00 | |||
| 1190 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 1200 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 14,000.00 | 28,000.00 | |||
| 1210 | MOBILIZATION FOR MILL & TEXT US27 | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 1220 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 40.00 | 40.000 | 37.190 | 37.190 | 106.00 | 3,942.14 | |||
| 1230 | SAFELOADING | 02690 | CUYD | 72.30 | 84.300 | 53.310 | 53.310 | 150.00 | 7,996.50 | |||
| 1240 | TEMPORARY SILT FENCE | 02701 | LF | 12,202.00 | 12,202.000 | 9,554.000 | 9,554.000 | 1.80 | 17,197.20 | |||
| 1250 | SAND FOR BLOTTER | 02702 | TON | 168.00 | 168.000 | 0.000 | 0.000 | 24.85 | 0.00 | |||
| 1260 | SILT TRAP TYPE B | 02704 | EACH | 17.00 | 17.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
| 1270 | SILT CHECK | 02705 | EACH | 147.00 | 147.000 | 19.000 | 19.000 | 75.00 | 1,425.00 | |||
| 1280 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 34.00 | 34.000 | 38.000 | 38.000 | 25.00 | 950.00 | |||
| 1290 | CLEAN SILT CHECK | 02708 | EACH | 294.00 | 294.000 | 56.000 | 56.000 | 25.00 | 1,400.00 | |||
| 1300 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 24,404.00 | 24,404.000 | 278.000 | 278.000 | 0.25 | 69.50 | |||
| 1310 | STAKING US27 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 259,600.00 | 259,600.00 | |||
| 1320 | REMOVE STRUCTURE US27 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1330 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 1340 | EROSION CONTROL BLANKET | 05950 | SQYD | 73,424.00 | 73,424.000 | 61,952.041 | 61,952.041 | 1.03 | 63,810.60 | |||
| 1350 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 23,634.00 | 23,634.000 | 4,351.833 | 4,351.833 | 0.15 | 652.77 | |||
| 1360 | TOPDRESSING FERTILIZER | 05966 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1370 | SEEDING AND PROTECTION | 05985 | SQYD | 236,338.00 | 236,338.000 | 247,045.739 | 247,045.739 | 0.24 | 59,290.97 | |||
| 1380 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 128,379.00 | 128,379.000 | 2,800.000 | 102,292.194 | 105,092.194 | 0.17 | 476.00 | 17,865.67 | |
| 1430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 120,645.00 | 120,645.000 | 119,295.000 | 119,295.000 | 0.14 | 16,701.30 | |||
| 1480 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 330.00 | 330.000 | 762.000 | 762.000 | 5.00 | 3,810.00 | |||
| 1490 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 160.00 | 3,200.00 | |||
| 1500 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 98.00 | 98.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1530 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 139.00 | 139.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1540 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 86.00 | 86.000 | 116.000 | 116.000 | 25.00 | 2,900.00 | |||
| 1550 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 588.00 | 588.000 | 592.000 | 592.000 | 25.00 | 14,800.00 | |||
| 1560 | CONCRETE-CLASS A | 08100 | CUYD | 115.31 | 120.410 | 1.540 | 136.440 | 137.980 | 650.00 | 1,001.00 | 89,687.00 | |
| 1570 | STEEL REINFORCEMENT | 08150 | LB | 16,880.00 | 17,067.000 | 1,042.000 | 5,488.500 | 6,530.500 | 1.00 | 1,042.00 | 6,530.50 | |
| 1580 | SILT CHECK (MOD) | 20073ES213 | EACH | 35.00 | 35.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 1590 | CLEAN SILT CHECK (MOD) | 20074ES213 | EACH | 70.00 | 70.000 | 1.000 | 1.000 | 15.00 | 15.00 | |||
| 1600 | DETENTION BASIN OUTLET STRUCTURE | 20091ES710 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 1610 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
| 1620 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 1630 | REM & RESET G/R END TREAT TY 4A | 20300ES719 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,135.00 | 0.00 | |||
| 1640 | TRAFFIC MONITORING US27 | 20301ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 1770 | MILLED RUMBLE STRIPS | 20314ED | LF | 63,354.00 | 63,354.000 | 63,738.000 | 63,738.000 | 0.33 | 21,033.54 | |||
| 8000 | FABRIC-GEOTEXTILE TYPE III Contrac P8080 | 02598 | SQYD | 0.00 | 15,556.000 | 58,042.523 | 58,042.523 | 4.83 | 280,345.38 | |||
| 8001 | CRUSHED AGGREGATE SIZE NO 3 Soil Reinforcment | 00069 | TON | 0.00 | 12,600.000 | 9,103.940 | 9,103.940 | 12.00 | 109,247.28 | |||
| 8005 | SETTLEMENT PLATFORM US 27 - STA 1178+00 | 02692 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 8007 | STEEL PIPE-2 1/2 INCH US 27 | 03340 | LF | 0.00 | 55.000 | 47.640 | 47.640 | 32.80 | 1,562.59 | |||
| 8009 | STEEL PIPE-4 INCH US 27 | 03343 | LF | 0.00 | 55.000 | 47.640 | 47.640 | 41.80 | 1,991.35 | |||
| 8012 | FABRIC-GEOTEXTILE TYPE IV PIPE | 02599 | SQYD | 0.00 | 1,000.000 | -3,561.050 | 18,637.341 | 15,076.291 | 2.00 | -7,122.10 | 30,152.58 | |
| 8014 | CHANNEL LINING CLASS IV | 02488 | CUYD | 0.00 | 100.000 | 28,621.110 | 28,621.110 | 10.00 | 286,211.10 | |||
| 8016 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 100.000 | 590.650 | 590.650 | 20.00 | 11,813.00 | |||
| 8017 | CLAY SOIL CAP | 20315ED | CUYD | 0.00 | 2.000 | 141.440 | 141.440 | 6.00 | 848.64 | |||
| 8033 | COST PLUS WORK SAWDUST REMOVAL | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,974.19 | 24,974.19 | |||
| 8035 | EMBANKMENT IN PLACE Sta 1182+00 to Sta 1249+21 | 02230 | CUYD | 0.00 | 574,076.000 | 585,703.000 | 585,703.000 | 6.91 | 4,047,207.73 | |||
| 8036 | EW~ RAILROAD CROSSING INSTALLATION | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | -50,000.00 | -50,000.00 | |||
| 8037 | STEEL ENCASEMENT PIPE-36 INCH 0.5 inch wall thickness | 01087 | LF | 0.00 | 100.000 | 90.000 | 90.000 | 470.00 | 42,300.00 | |||
| 8038 | EW~ Remove Inlet | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 8043 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 613,001.000 | 52,023.440 | 605,253.340 | 657,276.780 | 1.00 | 52,023.44 | 657,276.78 | |
| 8044 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 18,001.000 | 17,788.310 | 0.000 | 17,788.310 | 1.00 | 17,788.31 | 17,788.31 | |
| 8045 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 59,478.360 | 16,579.320 | 162,741.540 | 179,320.860 | 1.00 | 16,579.32 | 179,320.86 | |
| 8046 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8059 | SEEDING AND PROTECTION MIXTURE III | 05985 | SQYD | 0.00 | 100,000.000 | 104,729.000 | 104,729.000 | 0.31 | 32,465.99 | |||
| 8063 | SILT TRAP TYPE C | 20496NS843 | EACH | 0.00 | 40.000 | 59.000 | 59.000 | 325.00 | 19,175.00 | |||
| 8065 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 0.00 | 10.000 | 38.000 | 38.000 | 70.00 | 2,660.00 | |||
| 8067 | TEMPORARY MULCH | 05952 | SQYD | 0.00 | 160,000.000 | 16,138.000 | 16,138.000 | 0.13 | 2,097.94 | |||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0002 BRIDGE | |||||||
| 1780 | FLOWABLE FILL | 02220 | CUYD | 1,183.00 | 1,183.000 | 1,164.000 | 1,164.000 | 120.00 | 139,680.00 | |||
| 1790 | REMOVE REINF CONCRETE US27 | 08305 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 1800 | MASONRY COATING | 02998 | SQYD | 2,090.00 | 2,090.000 | 2,090.000 | 2,090.000 | 1.00 | 2,090.00 | |||
| 1810 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 293.00 | 293.000 | 292.800 | 292.800 | 45.00 | 13,176.00 | |||
| 1820 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 57.00 | 57.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1830 | FOUNDATION PREPARATION NB BRIDGE US27 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,000.00 | 54,000.00 | |||
| 1840 | FOUNDATION PREPARATION CULVERT US27 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,600.00 | 7,600.00 | |||
| 1850 | REINF CONC SLOPE WALL-6 INCH | 08016 | SQYD | 4,130.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1860 | TEST PILES | 08033 | LF | 354.00 | 354.000 | 377.900 | 377.900 | 34.00 | 12,848.60 | |||
| 1870 | PRE-DRILLING FOR PILES | 08039 | LF | 200.00 | 200.000 | 222.000 | 222.000 | 50.00 | 11,100.00 | |||
| 1880 | PILES-STEEL HP12X53 | 08046 | LF | 4,950.00 | 4,950.000 | 1.340 | 5,213.070 | 5,214.410 | 34.00 | 45.56 | 177,289.94 | |
| 1890 | PILE POINTS-12 INCH | 08094 | EACH | 156.00 | 156.000 | 176.000 | 176.000 | 100.00 | 17,600.00 | |||
| 1900 | CONCRETE-CLASS A | 08100 | CUYD | 1,145.00 | 1,145.000 | 1.570 | 1,018.710 | 1,020.280 | 411.00 | 645.27 | 419,335.08 | |
| 1910 | CONCRETE-CLASS AA | 08104 | CUYD | 1,617.00 | 1,617.000 | -0.800 | 1,617.000 | 1,616.200 | 391.00 | -312.80 | 631,934.20 | |
| 1920 | STEEL REINFORCEMENT | 08150 | LB | 143,795.00 | 143,795.000 | 3,475.660 | 129,594.310 | 133,069.970 | 0.84 | 2,919.55 | 111,778.77 | |
| 1930 | STEEL REINF-EPOXY COATED | 08151 | LB | 387,674.00 | 387,674.000 | 387,674.000 | 387,674.000 | 0.89 | 345,029.86 | |||
| 1940 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 301.00 | 301.000 | -0.200 | 301.000 | 300.800 | 120.00 | -24.00 | 36,096.00 | |
| 1950 | PRECAST PC I BEAM TYPE 8 | 08638 | LF | 3,610.00 | 3,610.000 | -0.840 | 3,610.000 | 3,609.160 | 278.00 | -233.52 | 1,003,346.48 | |
| 2580 | FOUNDATION PREPARATION SB BRIDGE US 27 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,000.00 | 54,000.00 | |||
| 8053 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 0.00 | 4,130.000 | 3,948.000 | 3,948.000 | 2.00 | 7,896.00 | |||
| 8054 | CRUSHED AGGREGATE SLOPE PROT CHANNEL LINING CLASS II | 08020 | TON | 0.00 | 2,400.000 | 1,903.540 | 1,903.540 | 21.00 | 39,974.34 | |||
| 8069 | VALUE ENGINEERING SLOPE WALL RR BRIDGE | 10121NX | DOLL | 0.00 | 73,920.000 | 73,920.000 | 73,920.000 | 1.00 | 73,920.00 | |||
| 8070 | REIMBURSEMENT DESIGN REVIEW | 10299N | DOLL | 0.00 | 2,000.000 | 2,000.000 | 2,000.000 | 1.00 | 2,000.00 | |||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0003 LIGHTING | |||||||
| 1960 | CONDUIT-1 1/4 INCH | 04793 | LF | 133.00 | 133.000 | 957.000 | 957.000 | 3.00 | 2,871.00 | |||
| 1970 | CONDUIT-2 INCH | 04795 | LF | 120.00 | 120.000 | 40.000 | 40.000 | 6.00 | 240.00 | |||
| 1980 | JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 300.00 | 2,700.00 | |||
| 1990 | TRENCHING AND BACKFILLING | 04820 | LF | 253.00 | 253.000 | 997.000 | 997.000 | 5.00 | 4,985.00 | |||
| 2000 | LOOP WIRE | 04830 | LF | 1,015.00 | 1,015.000 | 3,771.000 | 3,771.000 | 0.25 | 942.75 | |||
| 2010 | CABLE-NO. 14/5C | 04844 | LF | 376.00 | 376.000 | 735.000 | 735.000 | 0.50 | 367.50 | |||
| 2020 | CABLE-NO. 14/7C | 04845 | LF | 357.00 | 357.000 | 527.000 | 527.000 | 0.75 | 395.25 | |||
| 2030 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,343.00 | 1,343.000 | 6,271.000 | 6,271.000 | 0.50 | 3,135.50 | |||
| 2040 | MESSENGER-10800 LB | 04885 | LF | 455.00 | 455.000 | 522.000 | 522.000 | 5.00 | 2,610.00 | |||
| 2050 | LOOP SAW SLOT AND FILL | 04895 | LF | 553.00 | 553.000 | 1,367.000 | 1,367.000 | 6.00 | 8,202.00 | |||
| 2060 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 2070 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0005 DEMOB | |||||||
| 2230 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 225,984.87 | 225,984.87 | |||
| 2240 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 198,827.60 | 49,706.90 | 149,120.70 | |
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0006 ROADWAY ASPHALT PAVEMENT ALTERNATE | |||||||
| 0720 | STANDARD CURB AND GUTTER | 01810 | LF | 2,826.00 | 2,826.000 | 2,688.000 | 2,688.000 | 14.75 | 39,648.00 | |||
| 0820 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 424.00 | 424.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0850 | ROADWAY EXCAVATION | 02200 | CUYD | 684,659.00 | 577,555.000 | 562,274.000 | 562,274.000 | 2.56 | 1,439,421.44 | |||
| 1390 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 18,906.00 | 18,906.000 | 13,461.070 | 13,461.070 | 2.56 | 34,460.33 | |||
| 1420 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 168,446.00 | 168,446.000 | 85,862.000 | 85,862.000 | 0.14 | 12,020.68 | |||
| 1440 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,662.00 | 5,662.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1460 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 9,390.00 | 9,390.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1510 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 959.00 | 959.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1650 | WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20302EC | SQYD | 88,603.00 | 129,293.000 | -20,651.690 | 138,099.100 | 117,447.410 | 24.50 | -505,966.40 | 2,877,461.54 | |
| 1660 | WARRANTED ASPHALT PAVEMENT 19 IN | 20302EC | SQYD | 40,690.00 | 0.000 | 0.000 | 0.000 | 26.75 | 0.00 | |||
| 1670 | NON-WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20303EC | SQYD | 8,835.00 | 13,754.000 | 8,622.580 | 3,699.860 | 12,322.440 | 29.00 | 250,054.82 | 357,350.76 | |
| 1680 | NON-WARRANTED ASPHALT PAVEMENT 19 IN | 20303EC | SQYD | 4,919.00 | 0.000 | 0.000 | 0.000 | 34.50 | 0.00 | |||
| 1700 | NON-WARRANTED OUTSIDE SHOULDER 16 1/2 IN | 20304EC | SQYD | 23,245.00 | 34,842.000 | 31,263.110 | 31,263.110 | 19.75 | 617,446.42 | |||
| 1720 | NON-WARRANTED OUTSIDE SHOULDER 19 IN | 20304EC | SQYD | 11,597.00 | 0.000 | 0.000 | 0.000 | 21.75 | 0.00 | |||
| 8047 | SPECIAL EXCAVATION UNDERCUT | 02204 | CUYD | 0.00 | 15,282.000 | 17,890.000 | 17,890.000 | 6.03 | 107,876.70 | |||
| 8048 | EW~ ROCK REFILL | 10091EX | CUYD | 0.00 | 66,758.000 | 72,705.000 | 72,705.000 | 4.53 | 329,353.65 | |||
| 8049 | EW~ ROCK REFILL- BORROW | 10091EX | CUYD | 0.00 | 66,300.000 | 61,676.000 | 61,676.000 | 10.38 | 640,196.88 | |||
| 8072 | REMOVE PAVEMENT MARKINGS | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,296.25 | 2,296.25 | |||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0008 TRAINEES | |||||||
| 2250 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR (US27) | 02742 | HOUR | 1,600.00 | 1,600.000 | 9.000 | 1,483.500 | 1,492.500 | 1.00 | 9.00 | 1,492.50 | |
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0009 WATERLINE | |||||||
| 2260 | DUCTILE IRON PIPE-8 INCH OPEN CUT | 01095 | LF | 1,996.50 | 1,996.500 | 2,172.170 | 2,172.170 | 26.50 | 57,562.50 | |||
| 2270 | DUCTILE IRON PIPE-8 INCH IN COVER PIPE | 01095 | LF | 228.50 | 228.500 | 228.000 | 228.000 | 72.00 | 16,416.00 | |||
| 2280 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 120.00 | 120.000 | 158.000 | 158.000 | 21.00 | 3,318.00 | |||
| 2290 | STEEL ENCASEMENT PIPE-16 INCH OPEN CUT | 01073 | LF | 228.50 | 228.500 | 145.000 | 145.000 | 35.00 | 5,075.00 | |||
| 2300 | GATE VALVE-8 INCH AND VALVE BOX | 03528 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 850.00 | 4,250.00 | |||
| 2310 | FIRE HYDRANT 6 IN | 02606 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | |||
| 2320 | TAPPING SLEEVE & VALVE 8 IN X 8 IN | 03551 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,100.00 | 6,300.00 | |||
| 2330 | TAPPING SLEEVE & VALVE 6 IN X 6 IN | 03551 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 2340 | LINE STOPPER-8" | 20372EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,300.00 | 12,600.00 | |||
| 2350 | TIE-IN TO EXISTING WATER LINE 6 IN | 03460 | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 2360 | CUT CAP & BLOCK 8 IN | 03443 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 2370 | CUT CAP & BLOCK 6 IN | 03443 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 2380 | REMOVE FIRE HYDRANT | 03434 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 2390 | COPPER PIPE-3/4 INCH | 03360 | LF | 131.00 | 581.000 | 329.000 | 329.000 | 10.20 | 3,355.80 | |||
| 2400 | SERVICE SADDLE 3/4 IN | 20307EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 2410 | CORPORATION STOP 3/4 IN | 20308EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 30.00 | 150.00 | |||
| 2420 | RECONNECT SERVICE | 03437 | EACH | 5.00 | 6.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
| 2430 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 2440 | CRUSHED ROCK TEMP SURF REPLACE | 20309EC | TON | 140.00 | 140.000 | 26.450 | 26.450 | 15.00 | 396.75 | |||
| 2450 | ASPH PAVE REPLACE-2" | 20369EC | LF | 885.00 | 885.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8018 | PVC PIPE-6 INCH | 03385 | LF | 0.00 | 1,830.000 | 1,485.000 | 1,485.000 | 22.00 | 32,670.00 | |||
| 8019 | PVC PIPE-4 INCH | 03383 | LF | 0.00 | 300.000 | 511.000 | 511.000 | 27.00 | 13,797.00 | |||
| 8020 | PVC PIPE-3 INCH | 03382 | LF | 0.00 | 1,246.000 | 1,216.000 | 1,216.000 | 12.25 | 14,896.00 | |||
| 8021 | TIE-IN 6 IN X 6 IN | 03479 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 8022 | TIE-IN 6 IN X 4 IN | 03479 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 8023 | TIE-IN 6 IN x 3 IN | 03479 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 8024 | TIE-IN 3 IN X 3 IN | 03479 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 8025 | STEEL ENCASEMENT PIPE-12 INCH BORE | 01069 | LF | 0.00 | 32.000 | 45.000 | 45.000 | 65.00 | 2,925.00 | |||
| 8026 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | LF | 0.00 | 1,931.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 8027 | VALVE-6 INCH | 03496 | EACH | 0.00 | 4.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
| 8028 | VALVE-4 INCH | 03494 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 8029 | VALVE-3" | 20310EC | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 8030 | WATER METER 5/8 IN x 3/4 IN | 20316EC | LF | 0.00 | 9.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 8031 | TIE-IN 4 IN X 4 IN | 03479 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 8032 | PVC PIPE-8 INCH | 03387 | LF | 0.00 | 350.000 | 555.000 | 555.000 | 21.00 | 11,655.00 | |||
| 8062 | STEEL ENCASEMENT PIPE-16 INCH BORE | 01073 | LF | 0.00 | 83.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0010 SEWER | |||||||
| 2460 | SEWER PIPE-8 INCH OPEN TRENCH | 01052 | LF | 2,648.00 | 2,648.000 | 2,244.000 | 2,244.000 | 23.40 | 52,509.60 | |||
| 2470 | SEWER PIPE-8 INCH IN COVER PIPE | 01052 | LF | 612.00 | 612.000 | 662.000 | 662.000 | 83.00 | 54,946.00 | |||
| 2480 | STEEL ENCASEMENT PIPE-12 INCH IN OPEN TRENCH | 01069 | LF | 612.00 | 612.000 | 2,501.000 | 2,501.000 | 30.00 | 75,030.00 | |||
| 2490 | SANITARY SEWER MANHOLE | 01799 | EACH | 18.00 | 18.000 | 14.000 | 14.000 | 2,100.00 | 29,400.00 | |||
| 2500 | SANITARY MANHOLE-EXTRA DEPTH | 20370EC | EACH | 23.00 | 23.000 | 10.040 | 10.040 | 100.00 | 1,004.00 | |||
| 2510 | EXTRA FOR DROP INTO MANHOLE | 20373EC | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,200.00 | 3,600.00 | |||
| 2520 | REMOVE MANHOLE | 01787 | EACH | 15.00 | 15.000 | 9.000 | 9.000 | 800.00 | 7,200.00 | |||
| 2530 | REMOVE PIPE | 01310 | LF | 625.00 | 625.000 | 32.500 | 32.500 | 10.00 | 325.00 | |||
| 2540 | CUT AND CAP SANITARY SEWER | 20371EC | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 125.00 | 500.00 | |||
| 2550 | RECONNECT SEWER SERVICE | 03444 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 2560 | CRUSHED ROCK TEMP SURF REPLACE | 20309EC | TON | 98.00 | 98.000 | 60.070 | 60.070 | 16.00 | 961.12 | |||
| 2570 | ASPH PAVE REPLACE-2" | 20369EC | LF | 815.00 | 815.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8061 | STEEL ENCASEMENT PIPE-12 INCH BORE | 01069 | LF | 0.00 | 48.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 8071 | REIMBURSEMENT MATERIAL COSTS | 10299N | DOLL | 0.00 | 4,269.790 | 4,269.790 | 4,269.790 | 1.00 | 4,269.79 | |||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0011 WARRANTY A-C | |||||||
| 2590 | COST - WARRANTY (A-C) WARRANTY A-C | 10201NN | DOLL | -1.00 | -1.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| Project | D100002704014 | Fed/State Project Number | DPR-NH 0023(6) | Category | 0012 NON PARTICIPATING FEDERAL FUNDS | |||||||
| 8055 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS US27 | 10020NS | DOLL | 0.00 | 307,000.000 | 34,642.970 | 272,170.030 | 306,813.000 | 1.00 | 34,642.97 | 306,813.00 | |
| 8056 | ASPHALT ADJUSTMENT NON-PARTICIPATING | 10030NS | DOLL | 0.00 | 59,515.170 | 7,977.970 | 51,237.310 | 59,215.280 | 1.00 | 7,977.97 | 59,215.28 | |
| SUBTOT | $491,508.49 |
$21,480,496.32 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1950-1-0I |
PRECAST PC I BEAM, TYPE 8 | LF |
3,101.10 | 0003 | $206.93000 | $609,614.24 | ||||||
1950-1-1I |
PRECAST PC I BEAM, TYPE 8 | LF |
508.90 | 0005 | $206.930000 | $100,039.56 | ||||||
1920-1-0I |
ReBar-NB-Plain | LB |
7,603.00 | 0023 | $0.421900 | $3,047.17 | ||||||
1920-1-0A |
ReBar-NB-Plain | LB |
1,834.68 | 0026 | $0.421900 | $-735.31 | ||||||
1920-1-0A |
ReBar-NB-Plain | LB |
5,504.04 | 0027 | $0.421900 | $-2,205.94 | ||||||
1920-1-0A |
ReBar-NB-Plain | LB |
264.28 | 0028 | $0.421900 | $-105.92 | ||||||
1950-1-0A |
PRECAST PC I BEAM, TYPE 8 | LF |
766.25 | 0034 | $206.930000 | $-150,629.43 | ||||||
1950-1-0A |
PRECAST PC I BEAM, TYPE 8 | LF |
594.15 | 0036 | $206.930000 | $-116,798.01 | ||||||
1950-1-0A |
PRECAST PC I BEAM, TYPE 8 | LF |
444.15 | 0045 | $206.930000 | $-87,311.01 | ||||||
1950-1-0A |
PRECAST PC I BEAM, TYPE 8 | LF |
444.15 | 0055 | $206.930000 | $-87,311.01 | ||||||
1950-1-1A |
PRECAST PC I BEAM, TYPE 8 | LF |
508.90 | 0057 | $206.930000 | $-100,039.56 | ||||||
1950-1-0A |
PRECAST PC I BEAM, TYPE 8 | LF |
852.40 | 0057 | $206.930000 | $-167,564.79 | ||||||
| SUBTOT | $-0.01 |
|||||||||||
| Project | D100006604015 | Fed/State Project Number | NCPD 66-1(6) | 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 | 11,554.00 | 11,554.000 | 10,385.640 | 10,385.640 | 12.00 | 124,627.68 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 228.00 | 228.000 | -52.110 | 1,666.770 | 1,614.660 | 14.00 | -729.54 | 22,605.24 | |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 82.00 | 82.000 | 82.000 | 82.000 | 21.50 | 1,763.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 367.00 | 367.000 | 127.760 | 127.760 | 38.15 | 4,874.04 | |||
| 0050 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 11,220.00 | 11,220.000 | 9,369.900 | 9,369.900 | 33.80 | 316,702.62 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 10,086.00 | 10,086.000 | 10,252.380 | 10,252.380 | 32.45 | 332,689.73 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 10.00 | 10.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 0080 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 1,983.00 | 1,983.000 | 2,858.720 | 2,858.720 | 39.00 | 111,490.08 | |||
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,405.00 | 1,405.000 | 1,196.880 | 1,196.880 | 36.30 | 43,446.74 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 728.00 | 728.000 | 867.000 | 867.000 | 23.90 | 20,721.30 | |||
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | LF | 207.00 | 207.000 | 156.000 | 156.000 | 23.90 | 3,728.40 | |||
| 0120 | CULVERT PIPE-18 INCH | 00462 | LF | 2,260.00 | 2,535.000 | -296.000 | 2,552.600 | 2,256.600 | 33.40 | -9,886.40 | 75,370.44 | |
| 0130 | CULVERT PIPE-24 INCH | 00464 | LF | 1,775.00 | 1,775.000 | 1,799.300 | 1,799.300 | 38.70 | 69,632.91 | |||
| 0140 | CULVERT PIPE-30 INCH | 00466 | LF | 1,072.00 | 1,072.000 | 922.300 | 922.300 | 48.30 | 44,547.09 | |||
| 0150 | CULVERT PIPE-36 INCH | 00468 | LF | 953.00 | 953.000 | 962.100 | 962.100 | 54.80 | 52,723.08 | |||
| 0160 | CULVERT PIPE-42 INCH | 00469 | LF | 829.00 | 829.000 | 828.200 | 828.200 | 63.70 | 52,756.34 | |||
| 0170 | CULVERT PIPE-48 INCH | 00470 | LF | 568.00 | 568.000 | 567.600 | 567.600 | 73.20 | 41,548.32 | |||
| 0180 | CULVERT PIPE-54 INCH | 00471 | LF | 418.00 | 418.000 | 455.500 | 455.500 | 95.00 | 43,272.50 | |||
| 0190 | CULVERT PIPE-60 INCH | 00472 | LF | 402.00 | 402.000 | 402.100 | 402.100 | 124.60 | 50,101.66 | |||
| 0200 | STORM SEWER PIPE-18 INCH | 00522 | LF | 1,150.00 | 1,150.000 | 913.500 | 913.500 | 33.20 | 30,328.20 | |||
| 0210 | STORM SEWER PIPE-24 INCH | 00524 | LF | 161.00 | 161.000 | 161.000 | 161.000 | 47.00 | 7,567.00 | |||
| 0220 | PERFORATED PIPE-6 INCH | 01001 | LF | 1,619.00 | 1,619.000 | 2,125.000 | 2,125.000 | 6.35 | 13,493.75 | |||
| 0230 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 9.40 | 0.00 | |||
| 0240 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0250 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0260 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0270 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0280 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 10.00 | 12.000 | 9.000 | 9.000 | 1,500.00 | 13,500.00 | |||
| 0290 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0300 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 0310 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0320 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,500.00 | 21,000.00 | |||
| 0330 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 0.500 | 3.500 | 4.000 | 3,500.00 | 1,750.00 | 14,000.00 | |
| 0340 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 2,300.00 | 6,900.00 | |||
| 0350 | DROP BOX INLET TYPE 5B | 01505 | EACH | 20.00 | 20.000 | 19.000 | 19.000 | 2,300.00 | 43,700.00 | |||
| 0360 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 4.000 | 3.000 | 3.000 | 2,300.00 | 6,900.00 | |||
| 0370 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0380 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0390 | ISLAND INTEGRAL CURB | 01845 | LF | 228.00 | 228.000 | 13.420 | 13.420 | 22.00 | 295.24 | |||
| 0400 | BARRICADE-TYPE III | 02014 | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 200.00 | 4,000.00 | |||
| 0410 | REMOVE PAVEMENT | 02091 | SQYD | 2,278.00 | 2,278.000 | 2,128.000 | 2,128.000 | 1.70 | 3,617.60 | |||
| 0420 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | SQYD | 489.00 | 489.000 | 644.310 | 644.310 | 42.00 | 27,061.02 | |||
| 0450 | GRANULAR EMBANKMENT | 02223 | CUYD | 3,064.00 | 3,064.000 | 3,035.000 | 3,035.000 | 3.00 | 9,105.00 | |||
| 0460 | WATER | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0470 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 19,446.00 | 19,446.000 | 19,177.000 | 19,177.000 | 3.80 | 72,872.60 | |||
| 0480 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,488.00 | 4,488.000 | 2,866.250 | 2,866.250 | 14.15 | 40,557.43 | |||
| 0490 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 21.97 | 0.00 | |||
| 0500 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0510 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 1,895.00 | 7,580.00 | |||
| 0520 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,884.00 | 0.00 | |||
| 0530 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 635.00 | 0.00 | |||
| 0540 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0550 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 311.00 | 0.00 | |||
| 0560 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 4.000 | 1,908.00 | 3,816.00 | 7,632.00 | |
| 0570 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 117.00 | 117.000 | 113.000 | 113.000 | 71.00 | 8,023.00 | |||
| 0580 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 65.65 | 65.65 | |||
| 0590 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0600 | CLEAN SINKHOLE | 02469 | EACH | 16.00 | 16.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
| 0610 | CHANNEL LINING CLASS II | 02483 | TON | 6,447.50 | 6,447.500 | 59.600 | 59.600 | 9.20 | 548.32 | |||
| 0620 | CHANNEL LINING CLASS III | 02484 | TON | 1,994.00 | 1,844.000 | 0.000 | 0.000 | 9.20 | 0.00 | |||
| 0630 | CLEARING AND GRUBBING I-66 195 ACRE | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 92,625.00 | 92,625.00 | |||
| 0640 | CONCRETE-CLASS B | 02555 | CUYD | 59.00 | 59.000 | 56.010 | 56.010 | 300.00 | 16,803.00 | |||
| 0650 | SIGNS | 02562 | SQFT | 116.50 | 116.500 | 121.000 | 121.000 | 10.00 | 1,210.00 | |||
| 0660 | PROJECT CPM SCHEDULE I-66 | 02570 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0670 | EDGE KEY | 02585 | LF | 147.00 | 147.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0680 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 2,040.00 | 2,040.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0690 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,554.00 | 5,554.000 | -6,340.200 | 66,790.310 | 60,450.110 | 0.89 | -5,642.77 | 53,800.59 | |
| 0700 | MAINTAIN & CONTROL TRAFFIC I-66 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 83,150.00 | 83,150.00 | |||
| 0710 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0720 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 14,000.00 | 0.00 | |||
| 0730 | SILT TRAP TYPE B | 02704 | EACH | 11.00 | 11.000 | 52.000 | 52.000 | 200.00 | 10,400.00 | |||
| 0740 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 33.00 | 33.000 | 111.000 | 111.000 | 25.00 | 2,775.00 | |||
| 0750 | STAKING I-66 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 211,350.00 | 211,350.00 | |||
| 0760 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 5,360.00 | 10,720.00 | |||
| 0770 | EROSION CONTROL BLANKET | 05950 | SQYD | 28,741.00 | 28,741.000 | 67,387.333 | 67,387.333 | 1.03 | 69,408.95 | |||
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 95,082.00 | 95,082.000 | 72,224.270 | 72,224.270 | 0.15 | 10,833.64 | |||
| 0790 | TOPDRESSING FERTILIZER | 05966 | TON | 39.00 | 39.000 | 1.080 | 1.080 | 350.00 | 378.00 | |||
| 0800 | SEEDING AND PROTECTION | 05985 | SQYD | 758,462.00 | 758,462.000 | -2,800.000 | 315,179.964 | 312,379.964 | 0.24 | -672.00 | 74,971.19 | |
| 0810 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 20,996.00 | 20,996.000 | -2,800.000 | 112,224.454 | 109,424.454 | 0.17 | -476.00 | 18,602.15 | |
| 0820 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 6,685.00 | 6,685.000 | 5,000.000 | 5,000.000 | 2.56 | 12,800.00 | |||
| 0860 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 76,325.00 | 76,325.000 | 62,726.000 | 62,726.000 | 0.14 | 8,781.64 | |||
| 0870 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 28,563.00 | 28,563.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0880 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 23,789.00 | 23,789.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0890 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 5,086.00 | 5,086.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0900 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 286.00 | 286.000 | 462.000 | 462.000 | 10.00 | 4,620.00 | |||
| 0910 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 12,775.00 | 12,775.000 | 4,382.240 | 4,382.240 | 3.25 | 14,242.28 | |||
| 0920 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0930 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 71.00 | 71.000 | 58.000 | 58.000 | 160.00 | 9,280.00 | |||
| 0940 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0950 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 36.00 | 36.000 | 26.000 | 26.000 | 175.00 | 4,550.00 | |||
| 0960 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0970 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0990 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 53.00 | 53.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1000 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 443.00 | 443.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1010 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 700.00 | 700.000 | 181.000 | 181.000 | 25.00 | 4,525.00 | |||
| 1020 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 288.00 | 288.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1030 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 59.00 | 59.000 | 56.010 | 56.010 | 12.00 | 672.12 | |||
| 1040 | CONCRETE-CLASS A | 08100 | CUYD | 180.80 | 180.800 | 8.030 | 153.795 | 161.825 | 650.00 | 5,219.50 | 105,186.25 | |
| 1050 | STEEL REINFORCEMENT | 08150 | LB | 7,815.00 | 7,815.000 | 488.000 | 4,513.680 | 5,001.680 | 1.00 | 488.00 | 5,001.68 | |
| 1060 | SILT CHECK (MOD) | 20073ES213 | EACH | 316.00 | 316.000 | 134.000 | 134.000 | 75.00 | 10,050.00 | |||
| 1070 | CLEAN SILT CHECK (MOD) | 20074ES213 | EACH | 948.00 | 948.000 | 13.000 | 13.000 | 15.00 | 195.00 | |||
| 1080 | TRAFFIC MONITORING I-66 | 20301ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1150 | MILLED RUMBLE STRIPS | 20314ED | LF | 19,858.00 | 19,858.000 | 13,991.000 | 13,991.000 | 0.33 | 4,617.03 | |||
| 1160 | CLAY SOIL CAP | 20315ED | CUYD | 518.00 | 518.000 | 43.000 | 43.000 | 6.00 | 258.00 | |||
| 8003 | EW~ Type C Manhole Frame and Grate | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,580.00 | 1,580.00 | |||
| 8004 | SETTLEMENT PLATFORM I-66 - STA 312+50 & 315+00 | 02692 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 8006 | STEEL PIPE-2 1/2 INCH I-66 | 03340 | LF | 0.00 | 75.000 | 58.630 | 58.630 | 32.80 | 1,923.06 | |||
| 8008 | STEEL PIPE-4 INCH I-66 | 03343 | LF | 0.00 | 75.000 | 58.630 | 58.630 | 41.80 | 2,450.73 | |||
| 8011 | FABRIC-GEOTEXTILE TYPE IV PIPE | 02599 | SQYD | 0.00 | 1,000.000 | -2,938.230 | 18,950.180 | 16,011.950 | 2.00 | -5,876.46 | 32,023.90 | |
| 8013 | CHANNEL LINING CLASS IV | 02488 | CUYD | 0.00 | 100.000 | 12,134.870 | 12,134.870 | 10.00 | 121,348.70 | |||
| 8015 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 100.000 | 1,582.470 | 1,582.470 | 20.00 | 31,649.40 | |||
| 8039 | DROP BOX INLET TYPE 12A | 01550 | LF | 0.00 | 32.000 | 50.000 | 50.000 | 250.00 | 12,500.00 | |||
| 8040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 234,501.000 | 790.310 | 190,454.230 | 191,244.540 | 1.00 | 790.31 | 191,244.54 | |
| 8041 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 10,001.000 | 10,057.310 | 0.000 | 10,057.310 | 1.00 | 10,057.31 | 10,057.31 | |
| 8042 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 329,340.560 | 92.880 | 276,499.090 | 276,591.970 | 1.00 | 92.88 | 276,591.97 | |
| 8060 | SEEDING AND PROTECTION MIXTURE III | 05985 | SQYD | 0.00 | 10,000.000 | 250,034.440 | 250,034.440 | 0.31 | 77,510.67 | |||
| 8064 | SILT TRAP TYPE C | 20496NS843 | EACH | 0.00 | 40.000 | 34.000 | 34.000 | 325.00 | 11,050.00 | |||
| 8066 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 0.00 | 10.000 | 13.000 | 13.000 | 70.00 | 910.00 | |||
| 8068 | TEMPORARY MULCH | 05952 | SQYD | 0.00 | 160,000.000 | 166,604.000 | 166,604.000 | 0.13 | 21,658.52 | |||
| Project | D100006604015 | Fed/State Project Number | NCPD 66-1(6) | Category | 0002 BRIDGE | |||||||
| 1170 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 500.00 | 500.000 | 500.000 | 500.000 | 50.00 | 25,000.00 | |||
| 1180 | MASONRY COATING | 02998 | SQYD | 7,345.00 | 7,345.000 | 7,345.000 | 7,345.000 | 1.00 | 7,345.00 | |||
| 1190 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 315.20 | 315.200 | 315.200 | 315.200 | 45.00 | 14,184.00 | |||
| 1200 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 80.00 | 80.000 | 16.460 | 16.460 | 50.00 | 823.00 | |||
| 1210 | FOUNDATION PREPARATION I-66 BRIDGE 627+53.96 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 44,000.00 | 44,000.00 | |||
| 1220 | FOUNDATION PREPARATION I-66 CULVERT 29+50.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1230 | FOUNDATION PREPARATION I-66 EB BRIDGE 287+45.65 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,000.00 | 29,000.00 | |||
| 1240 | FOUNDATION PREPARATION I-66 WB BRIDGE 287+45.65 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,000.00 | 29,000.00 | |||
| 1250 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,620.00 | 1,620.000 | 1,422.320 | 1,422.320 | 19.00 | 27,024.08 | |||
| 1260 | TEST PILES | 08033 | LF | 475.00 | 475.000 | 504.400 | 504.400 | 34.00 | 17,149.60 | |||
| 1270 | PRE-DRILLING FOR PILES | 08039 | LF | 1,529.00 | 1,529.000 | 779.466 | 779.466 | 50.00 | 38,973.30 | |||
| 1280 | PILES-STEEL HP12X53 | 08046 | LF | 6,778.00 | 6,778.000 | 15.380 | 7,645.430 | 7,660.810 | 34.00 | 522.92 | 260,467.54 | |
| 1290 | PILES-STEEL HP14X73 | 08050 | LF | 1,156.00 | 1,156.000 | 1,083.080 | 1,083.080 | 40.00 | 43,323.20 | |||
| 1300 | PILE POINTS-12 INCH | 08094 | EACH | 378.00 | 378.000 | 378.000 | 378.000 | 100.00 | 37,800.00 | |||
| 1310 | PILE POINTS-14 INCH | 08095 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 100.00 | 2,500.00 | |||
| 1320 | CONCRETE-CLASS A | 08100 | CUYD | 1,365.30 | 1,365.300 | -64.800 | 1,430.100 | 1,365.300 | 411.00 | -26,632.80 | 561,138.30 | |
| 1330 | CONCRETE-CLASS AA | 08104 | CUYD | 2,518.80 | 2,518.800 | 2,518.800 | 2,518.800 | 391.00 | 984,850.80 | |||
| 1340 | STEEL REINFORCEMENT | 08150 | LB | 222,500.00 | 222,500.000 | -4,493.690 | 226,993.690 | 222,500.000 | 0.84 | -3,774.69 | 186,900.00 | |
| 1350 | STEEL REINF-EPOXY COATED | 08151 | LB | 775,616.00 | 775,616.000 | -2,999.000 | 778,615.000 | 775,616.000 | 0.89 | -2,669.11 | 690,298.24 | |
| 1360 | STRUCTURAL STEEL I-66 BRIDGE 2631 LBS. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 1370 | STRUCTURAL STEEL I-66 EB BRIDGE 461 LBS. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | |||
| 1380 | STRUCTURAL STEEL I-66 BRIDGE 2631 LBS. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 1390 | ELECTRICAL CONDUIT I-66 EB | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 1391 | ELECTRICAL CONDUIT I-66 WB | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 1400 | APPROACH SLAB | 08500 | SQYD | 863.00 | 863.000 | 224.000 | 224.000 | 132.00 | 29,568.00 | |||
| 1410 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 3,297.70 | 3,297.700 | 3,297.700 | 3,297.700 | 187.00 | 616,669.90 | |||
| 1420 | PRECAST PC I BEAM TYPE 9 | 08639 | LF | 2,949.30 | 2,949.300 | 0.060 | 2,949.360 | 2,949.420 | 278.00 | 16.68 | 819,938.76 | |
| 8034 | MASS CONCRETE Class A | 10040ES | CUYD | 0.00 | 15.000 | 0.000 | 0.000 | 139.03 | 0.00 | |||
| Project | D100006604015 | Fed/State Project Number | NCPD 66-1(6) | Category | 0003 WATERLINE | |||||||
| 1430 | STEEL ENCASEMENT PIPE-6 INCH BORE | 01063 | LF | 122.00 | 122.000 | 115.000 | 115.000 | 60.00 | 6,900.00 | |||
| 1440 | STEEL ENCASEMENT PIPE-6 INCH OPEN CUT | 01063 | LF | 390.00 | 390.000 | 215.500 | 215.500 | 25.00 | 5,387.50 | |||
| 1450 | STEEL ENCASEMENT PIPE-12 INCH BORE | 01069 | LF | 94.00 | 94.000 | 90.000 | 90.000 | 65.00 | 5,850.00 | |||
| 1460 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | LF | 1,966.00 | 1,966.000 | 1,601.000 | 1,601.000 | 30.00 | 48,030.00 | |||
| 1470 | FIRE HYDRANT 4 IN | 02606 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 1480 | PVC PIPE-3 INCH | 03382 | LF | 3,890.00 | 3,890.000 | 3,633.000 | 3,633.000 | 12.25 | 44,504.25 | |||
| 1490 | PVC PIPE-6 INCH | 03385 | LF | 10,815.00 | 10,815.000 | 11,934.500 | 11,934.500 | 22.00 | 262,559.00 | |||
| 1500 | PVC PIPE-8 INCH | 03387 | LF | 5,250.00 | 5,250.000 | 5,256.000 | 5,256.000 | 21.00 | 110,376.00 | |||
| 1510 | TIE-IN 3 IN X 3 IN | 03479 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 1520 | TIE-IN 6 in x 3 in | 03479 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 600.00 | 1,800.00 | |||
| 1530 | TIE-IN 6 IN X 6 IN | 03479 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 1540 | TIE-IN 8 IN X 6 IN | 03479 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
| 1550 | VALVE-6 INCH | 03496 | EACH | 13.00 | 13.000 | 22.000 | 22.000 | 550.00 | 12,100.00 | |||
| 1560 | VALVE-8 INCH | 03498 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 850.00 | 2,550.00 | |||
| 1570 | BLOW OFF ASSEMBLY 3 IN | 20155EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,100.00 | 6,600.00 | |||
| 1580 | RECONNECT METER | 20169EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1590 | VALVE-3" | 20310EC | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 1600 | SERVICE LINE-3/4" | 20311EC | LF | 3,150.00 | 3,150.000 | 3,094.000 | 3,094.000 | 10.20 | 31,558.80 | |||
| 1610 | WATER METER 2 IN | 20316EC | LF | 2.00 | 2.000 | 2.000 | 2.000 | 2,300.00 | 4,600.00 | |||
| 1620 | WATER METER 5/8X3/4 | 20316EC | LF | 45.00 | 45.000 | 35.000 | 35.000 | 500.00 | 17,500.00 | |||
| 1630 | SERVICE LINE-2" | 20317EC | LF | 140.00 | 140.000 | 160.000 | 160.000 | 17.00 | 2,720.00 | |||
| Project | D100006604015 | Fed/State Project Number | NCPD 66-1(6) | Category | 0004 DEMOB | |||||||
| 1640 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 513,615.12 | 513,615.12 | |||
| 1650 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.240 | 0.510 | 0.750 | 271,136.17 | 65,072.68 | 203,352.13 | |
| Project | D100006604015 | Fed/State Project Number | NCPD 66-1(6) | Category | 0005 ROADWAY ASPHALT PAVEMENT ALTERNATE | |||||||
| 0430 | ROADWAY EXCAVATION | 02200 | CUYD | 2,567,318.00 | 2,622,930.000 | 2,770,520.000 | 2,770,520.000 | 2.56 | 7,092,531.20 | |||
| 0831 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 6,685.00 | 6,685.000 | 4,759.720 | 4,759.720 | 2.56 | 12,184.88 | |||
| 0840 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 28,350.00 | 28,350.000 | 13,462.000 | 13,462.000 | 0.14 | 1,884.68 | |||
| 0975 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1090 | WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20302EC | SQYD | 44,776.00 | 44,776.000 | 4,961.860 | 39,814.140 | 44,776.000 | 24.50 | 121,565.57 | 1,097,012.00 | |
| 1100 | NON-WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20303EC | SQYD | 4,559.00 | 4,559.000 | -938.010 | 5,497.010 | 4,559.000 | 29.00 | -27,202.29 | 132,211.00 | |
| 1120 | NON-WARRANTED OUTSIDE SHOULDER 16 1/2 IN | 20304EC | SQYD | 7,576.00 | 7,576.000 | 2,510.440 | 5,065.560 | 7,576.000 | 19.75 | 49,581.19 | 149,626.00 | |
| 8050 | SPECIAL EXCAVATION UNDERCUT | 02204 | CUYD | 0.00 | 50,683.000 | 54,297.000 | 54,297.000 | 6.03 | 327,410.91 | |||
| 8051 | EW~ ROCK REFILL | 10091EX | CUYD | 0.00 | 103,682.000 | 107,056.000 | 107,056.000 | 4.53 | 484,963.68 | |||
| 8052 | EW~ ROCK REFILL - BORROW | 10091EX | CUYD | 0.00 | 17,700.000 | 6,365.000 | 6,365.000 | 10.38 | 66,068.70 | |||
| Project | D100006604015 | Fed/State Project Number | NCPD 66-1(6) | Category | 0007 TRAINEES | |||||||
| 1660 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR (I-66) | 02742 | HOUR | 1,600.00 | 1,600.000 | 530.000 | 530.000 | 1.00 | 530.00 | |||
| 1670 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER (I-66) | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
| 1680 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS (I-66) | 02742 | HOUR | 2,000.00 | 2,000.000 | 18.000 | 1,746.000 | 1,764.000 | 1.00 | 18.00 | 1,764.00 | |
| Project | D100006604015 | Fed/State Project Number | NCPD 66-1(6) | Category | 0008 NON PARTICIPATING FEDERAL FUNDS I-66 | |||||||
| 8016 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10020NS | DOLL | 0.00 | 313,000.000 | -90.560 | 397,168.060 | 397,077.500 | 1.00 | -90.56 | 397,077.50 | |
| 8057 | FUEL ADJUSTMENT NON-PARTICIPATING I66 | 10020NS | DOLL | 0.00 | 108,270.990 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8058 | ASPHALT ADJUSTMENT NON-PARTICIPATING I66 | 10030NS | DOLL | 0.00 | 5,017.040 | 92.310 | 20,454.950 | 20,547.260 | 1.00 | 92.31 | 20,547.26 | |
| SUBTOT | $175,430.71 |
$40,569,870.01 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1420-1-1I |
PRECAST PC I BEAM TYPE 9 | LF |
1,093.20 | 0008 | $208.500000 | $227,932.20 | ||||||
1420-1-0I |
PRECAST PC I BEAM TYPE 9 | LF |
1,451.70 | 0008 | $208.500000 | $302,679.45 | ||||||
1410-1-1I |
Type IV I-Beams | FT |
967.30 | 0015 | $140.250000 | $135,663.82 | ||||||
1410-1-0I |
Type IV I-Beams | FT |
2,330.40 | 0015 | $140.250000 | $326,838.60 | ||||||
1420-1-2I |
PRECAST PC I BEAM TYPE 9 | LF |
404.40 | 0018 | $208.500000 | $84,317.40 | ||||||
1350-1-7I |
Deck Steel | LB |
44,997.00 | 0023 | $0.526300 | $22,497.40 | ||||||
1350-1-6I |
Deck Steel | LB |
48,973.00 | 0023 | $0.526300 | $24,485.30 | ||||||
1350-1-5I |
Deck Steel | LB |
44,841.00 | 0023 | $0.526300 | $22,419.40 | ||||||
1350-1-4I |
Deck Steel | LB |
49,241.00 | 0023 | $0.526300 | $24,619.29 | ||||||
1350-1-3I |
Deck Steel | LB |
44,912.00 | 0023 | $0.526300 | $22,454.90 | ||||||
1350-1-2I |
Deck Steel | LB |
48,837.00 | 0023 | $0.526300 | $24,417.30 | ||||||
1350-1-1I |
Deck Steel | LB |
45,129.00 | 0023 | $0.526300 | $22,563.38 | ||||||
1350-1-0I |
Deck Steel | LB |
49,215.00 | 0023 | $0.526300 | $24,606.30 | ||||||
1420-1-0A |
PRECAST PC I BEAM TYPE 9 | LF |
1,161.36 | 0017 | $208.500000 | $-242,143.56 | ||||||
1420-1-0A |
PRECAST PC I BEAM TYPE 9 | LF |
290.34 | 0018 | $208.500000 | $-60,535.89 | ||||||
1420-1-1A |
PRECAST PC I BEAM TYPE 9 | LF |
330.34 | 0018 | $208.500000 | $-68,875.89 | ||||||
1420-1-1A |
PRECAST PC I BEAM TYPE 9 | LF |
249.32 | 0019 | $208.500000 | $-51,983.22 | ||||||
1420-1-2A |
PRECAST PC I BEAM TYPE 9 | LF |
404.40 | 0020 | $208.500000 | $-84,317.40 | ||||||
1420-1-1A |
PRECAST PC I BEAM TYPE 9 | LF |
513.54 | 0020 | $208.500000 | $-107,073.09 | ||||||
1350-1-1A |
Deck Steel | LB |
39,401.63 | 0024 | $0.526300 | $-19,699.84 | ||||||
1350-1-0A |
Deck Steel | LB |
49,215.00 | 0024 | $0.526300 | $-24,606.30 | ||||||
1350-1-2A |
Deck Steel | LB |
531.38 | 0028 | $0.526300 | $-265.68 | ||||||
1350-1-1A |
Deck Steel | LB |
5,727.37 | 0028 | $0.526300 | $-2,863.54 | ||||||
1350-1-2A |
Deck Steel | LB |
5,602.26 | 0030 | $0.526300 | $-2,800.99 | ||||||
1350-1-4A |
Deck Steel | LB |
37,998.24 | 0031 | $0.526300 | $-18,998.19 | ||||||
1350-1-3A |
Deck Steel | LB |
44,912.00 | 0031 | $0.526300 | $-22,454.90 | ||||||
1350-1-2A |
Deck Steel | LB |
42,703.36 | 0031 | $0.526300 | $-21,350.63 | ||||||
1350-1-6A |
Deck Steel | LB |
48,973.00 | 0032 | $0.526300 | $-24,485.30 | ||||||
1350-1-5A |
Deck Steel | LB |
44,841.00 | 0032 | $0.526300 | $-22,419.40 | ||||||
1350-1-4A |
Deck Steel | LB |
11,242.76 | 0032 | $0.526300 | $-5,621.10 | ||||||
1350-1-7A |
Deck Steel | LB |
14,749.44 | 0032 | $0.526300 | $-7,374.36 | ||||||
1350-1-7A |
Deck Steel | LB |
6,343.96 | 0033 | $0.526300 | $-3,171.82 | ||||||
1350-1-7A |
Deck Steel | LB |
6,381.84 | 0034 | $0.526300 | $-3,190.76 | ||||||
1350-1-7A |
Deck Steel | LB |
17,521.76 | 0035 | $0.526300 | $-8,760.45 | ||||||
1410-1-0A |
Type IV I-Beams | FT |
1,646.76 | 0058 | $140.250000 | $-230,958.09 | ||||||
1410-1-1A |
Type IV I-Beams | FT |
482.58 | 0060 | $140.250000 | $-67,681.84 | ||||||
1410-1-0A |
Type IV I-Beams | FT |
683.64 | 0060 | $140.250000 | $-95,880.51 | ||||||
1410-1-1A |
Type IV I-Beams | FT |
484.72 | 0061 | $140.250000 | $-67,981.98 | ||||||
| SUBTOT | $0.01 |
|||||||||||