|
Report_Id: 111054 Est NO 0071 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111054 | Estimate Number | 0071 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Taylor, Jonathan D. | ||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | ADDR SN 2 VC Code VC0000092418 | |||||
| PO BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 01/29/2015 TO 04/08/2015 | ||||||
| Date Approved | 04/19/2015 | ||||||
| Primary Proj Number | DE00900681154 | ||||||
| Project No. | NH 0681(025) | ||||||
| Primary County | BOURBON | ||||||
| Name of Road | PARIS-MAYSVILLE ROAD (US 68) | ||||||
| Description | RECONSTRUCT FROM PARIS BYPASS TO MILLERSBURG | ||||||
| Date Let | 11/18/2011 | Formal Acceptance | |||||
| Date Awarded | 12/16/2011 | Date Work Began | 02/06/2012 | ||||
| Date Contract Executed | 01/10/2012 | Open To Traffic | |||||
| Date NTP Issued | 01/10/2012 | Actual Completion Date | |||||
| Current Contract Amount | $26,319,514.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $26,491,970.87 |
Total Earnings | $20,030,435.46 |
$20,011,763.10 |
$18,672.36 |
|
| Percent Complete | 76.47 |
Stockpiled Materials | $95,283.06 |
$95,283.06 |
$0.00 |
|
| Funds Available | $6,193,796.08 |
Gross Earnings | $20,125,718.52 |
$20,107,046.16 |
$18,672.36 |
|
| Total Change Orders | $-172,456.27 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,125,718.52 |
$20,107,046.16 |
$18,672.36 |
|||
| Contract Id | 111054 | Change Order Summary |
County | BOURBON | ||||||
| Estimate Nbr | 0071 | Project Number | NH 0681(025) | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | Period | 01/29/2015 TO 04/08/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Construction Revision #1 Entrance across from Jacktown Rd | Approved | 07/12/2012 | $-22,146.13 | 0.0 | |||||
| 002 | Demolition of Barns and Trailer | Approved | 07/25/2012 | $24,850.00 | 0.0 | |||||
| 003 | Water Service Line Relocation; Dry-Laid Stone Square Drain | Approved | 08/27/2012 | $10,952.54 | 1.0 | |||||
| 004 | Rock Roadbed Revision, Fence Relocation | Approved | 02/05/2013 | $7,970.00 | 0.0 | |||||
| 005 | Automatic Traffic Recorder | Approved | 05/23/2013 | $34,894.95 | 2.0 | |||||
| 006 | Waterline Encasement, Fence Removal | Approved | 08/07/2013 | $81,010.00 | 3.0 | |||||
| 007 | Subgrade Revision | Approved | 10/28/2013 | $-232,714.84 | 0.0 | |||||
| 008 | Value Engineering Durable Rock & Diversion Revisions | Approved | 12/26/2013 | $-77,272.79 | 0.0 | |||||
| 009 | Additional Earthwork and Paving, F&A, Time Adjustment | Pending | 0 | $249,461.19 | 433.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 111054 | COMMONWEALTH OF KENTUCKY |
County | BOURBON | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE00900681154 | ||||||
| Estimate Nbr | 0071 | Period | 01/29/2015 TO 04/08/2015 | |||||||
| Contractor | HINKLE CONTRACTING COMPANY LLC | |||||||||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 118.00 | 118.000 | 28.740 | 28.740 | 71.00 | 2,040.54 | |||
| 0020 | ENTRANCE PIPE-15 IN | 00440 | LF | 146.00 | 146.000 | 107.000 | 107.000 | 35.00 | 3,745.00 | |||
| 0030 | ENTRANCE PIPE-18 IN | 00441 | LF | 287.00 | 287.000 | 296.000 | 296.000 | 38.00 | 11,248.00 | |||
| 0040 | ENTRANCE PIPE-24 IN | 00443 | LF | 159.00 | 159.000 | 89.000 | 89.000 | 40.00 | 3,560.00 | |||
| 0050 | CULVERT PIPE-15 IN | 00461 | LF | 208.00 | 208.000 | 134.000 | 134.000 | 68.00 | 9,112.00 | |||
| 0060 | CULVERT PIPE-18 IN | 00462 | LF | 1,931.00 | 2,030.000 | 1,795.000 | 1,795.000 | 52.00 | 93,340.00 | |||
| 0070 | CULVERT PIPE-24 IN | 00464 | LF | 261.00 | 229.000 | 132.000 | 132.000 | 56.00 | 7,392.00 | |||
| 0080 | CULVERT PIPE-30 IN | 00466 | LF | 525.00 | 525.000 | 609.000 | 609.000 | 66.00 | 40,194.00 | |||
| 0090 | CULVERT PIPE-36 IN | 00468 | LF | 1,247.00 | 1,247.000 | 963.000 | 963.000 | 75.00 | 72,225.00 | |||
| 0100 | CULVERT PIPE-42 IN | 00469 | LF | 491.00 | 491.000 | 491.000 | 491.000 | 85.00 | 41,735.00 | |||
| 0110 | CULVERT PIPE-48 IN | 00470 | LF | 221.00 | 221.000 | 221.000 | 221.000 | 100.00 | 22,100.00 | |||
| 0120 | CULVERT PIPE-15 IN EQUIV | 00490 | LF | 235.00 | 235.000 | 235.000 | 235.000 | 48.00 | 11,280.00 | |||
| 0130 | STORM SEWER PIPE-18 IN | 00522 | LF | 893.00 | 893.000 | 1,010.500 | 1,010.500 | 40.00 | 40,420.00 | |||
| 0140 | STORM SEWER PIPE-24 IN | 00524 | LF | 2,035.00 | 2,035.000 | 1,866.000 | 1,866.000 | 43.00 | 80,238.00 | |||
| 0150 | STORM SEWER PIPE-30 IN | 00526 | LF | 359.00 | 359.000 | 359.000 | 359.000 | 58.00 | 20,822.00 | |||
| 0160 | STORM SEWER PIPE-36 IN | 00528 | LF | 370.00 | 370.000 | 505.000 | 505.000 | 68.00 | 34,340.00 | |||
| 0170 | STORM SEWER PIPE-42 IN | 00529 | LF | 158.00 | 158.000 | 158.000 | 158.000 | 88.00 | 13,904.00 | |||
| 0180 | PERFORATED PIPE-4 IN | 01000 | LF | 107,765.00 | 92,565.000 | 43,915.002 | 43,915.002 | 3.40 | 149,311.00 | |||
| 0190 | PERFORATED PIPE-6 IN | 01001 | LF | 17,105.00 | 11,536.000 | 6,977.000 | 6,977.000 | 3.90 | 27,210.30 | |||
| 0200 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,948.00 | 2,147.000 | 1,027.000 | 1,027.000 | 9.15 | 9,397.05 | |||
| 0210 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 185.00 | 83.000 | 133.000 | 133.000 | 12.00 | 1,596.00 | |||
| 0220 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.150 | 0.150 | 15,040.00 | 2,256.00 | |||
| 0230 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 399.65 | 2,397.90 | |||
| 0240 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0250 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 25.00 | 25.000 | 17.000 | 17.000 | 410.00 | 6,970.00 | |||
| 0260 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 410.00 | 410.00 | |||
| 0270 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 69.00 | 69.000 | 8.000 | 8.000 | 410.00 | 3,280.00 | |||
| 0280 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 410.00 | 820.00 | |||
| 0290 | STEEL ENCASEMENT PIPE-6 IN | 01063 | LF | 948.00 | 1,258.000 | 1,218.000 | 1,218.000 | 40.00 | 48,720.00 | |||
| 0300 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,550.00 | 1,550.00 | |||
| 0310 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0320 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0330 | METAL END SECTION TY 4-15 IN | 01410 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0340 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0350 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,600.00 | 8,000.00 | |||
| 0360 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0370 | SLOPED BOX INLET-OUTLET TYPE 2 | 01441 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,825.00 | 7,300.00 | |||
| 0380 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 0390 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,800.00 | 19,600.00 | |||
| 0400 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
| 0410 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| 0420 | CURB BOX INLET TYPE A | 01456 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,800.00 | 22,800.00 | |||
| 0430 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,600.00 | 13,000.00 | |||
| 0440 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 0450 | DROP BOX INLET TYPE 5B | 01505 | EACH | 26.00 | 26.000 | 23.000 | 23.000 | 2,700.00 | 62,100.00 | |||
| 0460 | DROP BOX INLET TYPE 5C | 01508 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
| 0470 | DROP BOX INLET TYPE 5F | 01517 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 2,700.00 | 1,350.00 | |||
| 0480 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,200.00 | 18,600.00 | |||
| 0490 | DROP BOX INLET TYPE 14 | 01577 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0500 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0510 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 61.00 | 61.000 | 13.000 | 13.000 | 160.00 | 2,080.00 | |||
| 0520 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 200.00 | 1,600.00 | |||
| 0530 | ISLAND CURB AND GUTTER | 01825 | LF | 638.00 | 638.000 | 579.000 | 579.000 | 40.00 | 23,160.00 | |||
| 0540 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 198.00 | 198.000 | 167.000 | 167.000 | 5.00 | 835.00 | |||
| 0550 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 190.00 | 1,330.00 | |||
| 0560 | REMOVE PAVEMENT | 02091 | SQYD | 9,916.00 | 9,916.000 | 9,600.000 | 9,600.000 | 2.50 | 24,000.00 | |||
| 0570 | TEMP DITCH | 02159 | LF | 16,877.00 | 16,877.000 | 320.000 | 320.000 | 0.47 | 150.40 | |||
| 0580 | CLEAN TEMP DITCH | 02160 | LF | 16,877.00 | 16,877.000 | 0.000 | 0.000 | 0.08 | 0.00 | |||
| 0590 | GRANULAR EMBANKMENT | 02223 | CUYD | 66,820.00 | 62,709.000 | 58,880.970 | 58,880.970 | 20.75 | 1,221,780.12 | |||
| 0600 | EMBANKMENT IN PLACE | 02230 | CUYD | 689,238.00 | 703,345.410 | 714,444.500 | 714,444.500 | 6.11 | 4,365,255.89 | |||
| 0610 | WATER | 02242 | MGAL | 6,392.00 | 6,392.000 | 150.000 | 150.000 | 0.10 | 15.00 | |||
| 0620 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 7,893.00 | 7,893.000 | 6,493.000 | 6,493.000 | 4.60 | 29,867.80 | |||
| 0630 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 13,162.00 | 13,137.000 | 8,981.250 | 8,981.250 | 15.30 | 137,413.12 | |||
| 0640 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 22.00 | 22.000 | 12.000 | 12.000 | 40.00 | 480.00 | |||
| 0650 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 14.00 | 14.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 0660 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 0670 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0680 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 1,700.00 | 13,600.00 | |||
| 0690 | TEMP GUARDRAIL | 02397 | LF | 487.50 | 487.500 | 2,250.000 | 2,250.000 | 9.00 | 20,250.00 | |||
| 0700 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 295.00 | 295.000 | 102.000 | 102.000 | 55.00 | 5,610.00 | |||
| 0710 | WITNESS POST | 02432 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0720 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0730 | CHANNEL LINING CLASS II | 02483 | TON | 3,145.00 | 3,145.000 | 2,103.350 | 2,103.350 | 23.30 | 49,008.05 | |||
| 0740 | CHANNEL LINING CLASS III | 02484 | TON | 3,071.00 | 3,071.000 | 2,267.510 | 2,267.510 | 28.85 | 65,417.66 | |||
| 0750 | CLEARING AND GRUBBING 228 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 164,000.00 | 164,000.00 | |||
| 0760 | SIGNS | 02562 | SQFT | 390.25 | 390.250 | 1,535.750 | 1,535.750 | 4.50 | 6,910.87 | |||
| 0770 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 9,980.00 | 7,485.00 | |||
| 0780 | EDGE KEY | 02585 | LF | 162.00 | 162.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0790 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 14,847.00 | 14,847.000 | 4,147.080 | 4,147.080 | 1.11 | 4,603.25 | |||
| 0800 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 182,575.00 | 368,909.000 | 233,270.250 | 233,270.250 | 1.18 | 275,258.89 | |||
| 0810 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 34,135.00 | 34,135.000 | 15,448.740 | 15,448.740 | 2.00 | 30,897.48 | |||
| 0820 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.703 | 0.703 | 166,500.00 | 117,049.50 | |||
| 0830 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 3,350.00 | 0.00 | |||
| 0840 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 8,650.00 | 0.00 | |||
| 0850 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,350.00 | 3,350.00 | |||
| 0860 | DIVERSIONS (BY-PASS DETOURS) NO. 4 | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | |||
| 0870 | DIVERSIONS (BY-PASS DETOURS) NO. 5 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,200.00 | 19,200.00 | |||
| 0880 | DIVERSIONS (BY-PASS DETOURS) NO. 6 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,350.00 | 3,350.00 | |||
| 0890 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 0900 | SAFELOADING | 02690 | CUYD | 20.20 | 20.200 | 31.530 | 31.530 | 225.00 | 7,094.25 | |||
| 0910 | TEMP SILT FENCE | 02701 | LF | 16,877.00 | 16,877.000 | 28,252.000 | 28,252.000 | 2.05 | 57,916.60 | |||
| 0920 | SILT TRAP TYPE A | 02703 | EACH | 228.00 | 228.000 | 15.000 | 15.000 | 20.00 | 300.00 | |||
| 0930 | SILT TRAP TYPE B | 02704 | EACH | 228.00 | 228.000 | 208.000 | 208.000 | 196.80 | 40,934.40 | |||
| 0940 | SILT TRAP TYPE C | 02705 | EACH | 228.00 | 228.000 | 28.000 | 28.000 | 20.00 | 560.00 | |||
| 0950 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 684.00 | 684.000 | 1.000 | 1.000 | 5.00 | 5.00 | |||
| 0960 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 684.00 | 684.000 | 49.000 | 49.000 | 23.80 | 1,166.20 | |||
| 0970 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 684.00 | 684.000 | 63.000 | 63.000 | 5.00 | 315.00 | |||
| 0980 | CLEAN TEMP SILT FENCE | 02709 | LF | 16,877.00 | 16,877.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0990 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 69,000.00 | 48,300.00 | |||
| 1000 | REMOVE STRUCTURE 5.8' X 12 ' RCBC | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 1010 | REMOVE STRUCTURE 6.6' X 3.2' RCBC | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,300.00 | 4,300.00 | |||
| 1020 | REMOVE STRUCTURE 8.5' X 5.5' STONE WALL | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,350.00 | 1,350.00 | |||
| 1030 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1040 | EROSION CONTROL BLANKET | 05950 | SQYD | 76,652.00 | 76,430.000 | 29,447.050 | 29,447.050 | 1.10 | 32,391.75 | |||
| 1050 | TEMP MULCH | 05952 | SQYD | 1,101,301.00 | 1,101,301.000 | 392,206.954 | 392,206.954 | 0.18 | 70,597.25 | |||
| 1060 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 110,130.00 | 110,130.000 | 126,539.490 | 126,539.490 | 0.20 | 25,307.89 | |||
| 1070 | TOPDRESSING FERTILIZER | 05966 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1080 | SEEDING AND PROTECTION | 05985 | SQYD | 1,101,301.00 | 1,101,301.000 | 346,870.844 | 346,870.844 | 0.30 | 104,061.25 | |||
| 1090 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 78,511.00 | 78,511.000 | 71,888.555 | 71,888.555 | 0.05 | 3,594.42 | |||
| 1100 | SODDING | 05990 | SQYD | 7,348.00 | 7,348.000 | 2,950.000 | 2,950.000 | 5.20 | 15,340.00 | |||
| 1110 | PAVE STRIPING-TEMP PAINT-4 IN WHITE | 06510 | LF | 136,640.00 | 136,640.000 | 66,200.000 | 114,206.000 | 180,406.000 | 0.14 | 9,268.00 | 25,256.84 | |
| 1120 | PAVE STRIPING-TEMP PAINT-4 IN YELLOW | 06510 | LF | 136,640.00 | 136,640.000 | 67,174.000 | 146,908.000 | 214,082.000 | 0.14 | 9,404.36 | 29,971.48 | |
| 1130 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 160,151.00 | 160,151.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 1140 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1150 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1160 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1170 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 550.00 | 550.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1180 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 8,272.00 | 8,272.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 1190 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1200 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1210 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 157.00 | 157.000 | 113.000 | 113.000 | 9.00 | 1,017.00 | |||
| 1220 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 156.00 | 156.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 1230 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 1240 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 743.00 | 743.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 1250 | CONCRETE-CLASS A | 08100 | CUYD | 110.00 | 109.580 | 91.345 | 91.345 | 900.00 | 82,210.50 | |||
| 1260 | STEEL REINFORCEMENT | 08150 | LB | 5,751.50 | 5,751.500 | 5,255.030 | 5,255.030 | 2.50 | 13,137.57 | |||
| 1270 | GUARDRAIL STEEL W BEAM-S FACE CR | 20060ES719 | LF | 2,063.00 | 2,063.000 | 1,705.000 | 1,705.000 | 19.50 | 33,247.50 | |||
| 1280 | GUARDRAIL TERMINAL SECT NO.1 CR | 20062ES719 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 60.00 | 120.00 | |||
| 1290 | DRY-LAID ROCK FENCE | 20063EN9T | LF | 1,010.00 | 1,050.000 | 1,050.000 | 1,050.000 | 175.00 | 183,750.00 | |||
| 1300 | GUARDRAIL END TREATMENT TY 2A-CR | 20285ES719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1310 | GUARDRAIL END TREAT TY 4A-CR | 20312ES719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 1320 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 4.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 1330 | ENTRANCE PIPE-48 IN | 21257ED | LF | 46.00 | 46.000 | 46.000 | 46.000 | 92.00 | 4,232.00 | |||
| 1340 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 20.00 | 0.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 1350 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 4,370.00 | 4,370.000 | 2,827.000 | 2,827.000 | 4.15 | 11,732.05 | |||
| 8001 | DEMOLITION Includes 2 Barns and 1 Trailer | 22829NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,850.00 | 24,850.00 | |||
| 8002 | PVC PIPE-2 IN | 03381 | LF | 0.00 | 250.000 | 200.000 | 200.000 | 4.99 | 998.00 | |||
| 8003 | PVC PIPE-4 IN SCHEDULE 80 | 03383 | LF | 0.00 | 30.000 | 40.000 | 40.000 | 18.00 | 720.00 | |||
| 8004 | TIE-IN TO WATER LINE | 03460 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 8005 | EW~ DRAIN DRY-LAID ROCK FENCE | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 8006 | REMOVE FENCE DRY-LAID STONE | 02265 | LF | 0.00 | 8.000 | 8.000 | 8.000 | 39.38 | 315.04 | |||
| 8007 | REMOVE & RESET FENCE | 02267 | LF | 0.00 | 124.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 8008 | GUARDRAIL END TREATMENT TYPE 7 Temporary | 02371 | EACH | 0.00 | 2.000 | 27.000 | 27.000 | 825.00 | 22,275.00 | |||
| 8010 | PERFORATED PIPE-4 IN | 01000 | LF | 0.00 | 15,200.001 | 15,200.000 | 15,200.000 | 5.40 | 82,080.00 | |||
| 8011 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 0.00 | 199.001 | 199.000 | 199.000 | 11.15 | 2,218.85 | |||
| 8012 | PERFORATED PIPE-6 IN | 01001 | LF | 0.00 | 5,569.001 | 5,569.000 | 5,569.000 | 5.90 | 32,857.10 | |||
| 8013 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 0.00 | 102.001 | 102.000 | 102.000 | 14.00 | 1,428.00 | |||
| 8014 | CONDUIT-1 1/4 INCH | 04793 | LF | 0.00 | 60.000 | 4.000 | 4.000 | 7.78 | 31.12 | |||
| 8015 | CONDUIT-2 INCH | 04795 | LF | 0.00 | 125.000 | 0.000 | 0.000 | 11.11 | 0.00 | |||
| 8016 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 527.78 | 527.78 | |||
| 8017 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 180.000 | 4.000 | 4.000 | 4.44 | 17.76 | |||
| 8018 | PIEZOELECTRIC SENSOR | 04829 | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 1,611.11 | 0.00 | |||
| 8019 | LOOP WIRE | 04830 | LF | 0.00 | 2,200.000 | 512.000 | 512.000 | 0.67 | 343.04 | |||
| 8020 | POLE 35 FT WOODEN | 04871 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 8021 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 370.000 | 424.000 | 424.000 | 13.33 | 5,651.92 | |||
| 8022 | ELECTRICAL SERVICE | 04899 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,666.67 | 0.00 | |||
| 8023 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 4.000 | 1.000 | 1.000 | 722.22 | 722.22 | |||
| 8024 | INSTALL CONTROLLER CABINET | 23206EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 3,111.11 | 0.00 | |||
| 8025 | MAINTAIN & CONTROL TRAFFIC for ATR installation | 02650 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 2,223.00 | 0.00 | |||
| 8026 | BORE AND JACK PIPE-6 IN | 21384ED | LF | 0.00 | 310.000 | 310.000 | 310.000 | 200.00 | 62,000.00 | |||
| 8027 | PVC PIPE-2 IN Parcel 43 | 03381 | LF | 0.00 | 375.000 | 400.000 | 400.000 | 9.00 | 3,600.00 | |||
| 8028 | TIE-IN TO WATERLINE Parcel 43 | 03479 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 830.00 | 1,660.00 | |||
| 8029 | REMOVE FENCE | 02265 | LF | 0.00 | 900.000 | 827.000 | 827.000 | 1.75 | 1,447.25 | |||
| 8030 | GEOGRID REINFORCEMENT | 20263ED | SQYD | 0.00 | 211,000.000 | 123,487.780 | 123,487.780 | 1.80 | 222,278.00 | |||
| 8031 | SHOULDERING | 02714 | LF | 0.00 | 15,687.760 | 7,829.760 | 7,829.760 | 1.31 | 10,256.98 | |||
| 8032 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 120,809.990 | 120,809.990 | 120,809.990 | 1.00 | 120,809.99 | |||
| 8033 | DIVERSIONS (BY-PASS DETOURS) NO. 1 (REVISED) | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,598.48 | 5,598.48 | |||
| 8034 | DIVERSIONS (BY-PASS DETOURS) NO. 2 (REVISED) | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,730.22 | 16,730.22 | |||
| 8035 | DIVERSIONS (BY-PASS DETOURS) NO. 4 (REVISED) | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 31,916.74 | 31,916.74 | |||
| 8036 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8037 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8038 | CULVERT PIPE-21 IN -Temporary | 00463 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 8039 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 206.25 | 0.00 | |||
| 8040 | MOWING OF SLOPES | 20527EC | ACRE | 0.00 | 0.000 | 0.000 | 0.000 | 89.11 | 0.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0002 PAVING-ASPH ALT | |||||||
| 1360 | CRUSHED STONE BASE | 00003 | TON | 104,940.00 | 128,999.000 | 88,789.220 | 88,789.220 | 18.85 | 1,673,676.79 | |||
| 1370 | LIME STABILIZED ROADBED | 00013 | SQYD | 339,611.00 | 40,036.300 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 1380 | LIME | 00014 | TON | 6,284.00 | 466.208 | 0.000 | 0.000 | 124.00 | 0.00 | |||
| 1390 | LEVELING & WEDGING PG64-22 | 00190 | TON | 635.00 | 635.000 | 254.230 | 254.230 | 74.00 | 18,813.02 | |||
| 1400 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 1,664.00 | 1,664.000 | 2,773.360 | 2,773.360 | 63.00 | 174,721.68 | |||
| 1410 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 15,098.00 | 15,063.000 | 17,585.750 | 17,585.750 | 58.80 | 1,034,042.10 | |||
| 1420 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 115,935.00 | 115,778.000 | 84,731.760 | 84,731.760 | 58.80 | 4,982,227.48 | |||
| 1430 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,569.00 | 6,572.000 | 2,618.500 | 2,618.500 | 66.00 | 172,821.00 | |||
| 1440 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 7,411.00 | 7,396.000 | 696.130 | 696.130 | 71.00 | 49,425.23 | |||
| 1450 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 81.00 | 57.000 | 74.250 | 74.250 | 95.00 | 7,053.75 | |||
| 1460 | ASPHALT CURING SEAL | 00358 | TON | 339.00 | 1.213 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 1470 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 13,860.00 | 13,868.000 | 0.000 | 0.000 | 73.75 | 0.00 | |||
| 1480 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 1490 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 81.00 | 81.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1500 | SAND FOR BLOTTER | 02702 | TON | 849.00 | 3.033 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1510 | PAVEMENT ADJUSTMENT ASPH | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 1520 | SAWCUT PAVEMENT | 20550ND | LF | 3,087.00 | 3,087.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0004 BRIDGE-CULVERT | |||||||
| 1710 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 26.00 | 26.000 | 35.060 | 35.060 | 40.00 | 1,402.40 | |||
| 1720 | FOUNDATION PREPARATION 26765 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,700.00 | 5,700.00 | |||
| 1730 | CONCRETE-CLASS A | 08100 | CUYD | 208.50 | 208.500 | 203.800 | 203.800 | 405.00 | 82,539.00 | |||
| 1740 | STEEL REINFORCEMENT | 08150 | LB | 22,540.00 | 22,540.000 | 22,540.000 | 22,540.000 | 0.90 | 20,286.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0005 BRIDGE-CULVERT | |||||||
| 1750 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 11.00 | 11.000 | 22.000 | 22.000 | 40.00 | 880.00 | |||
| 1760 | FOUNDATION PREPARATION 26766 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 1770 | CONCRETE-CLASS A | 08100 | CUYD | 65.20 | 65.200 | 65.200 | 65.200 | 405.00 | 26,406.00 | |||
| 1780 | STEEL REINFORCEMENT | 08150 | LB | 5,837.00 | 5,837.000 | 5,837.000 | 5,837.000 | 0.90 | 5,253.30 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0006 BRIDGE-CULVERT | |||||||
| 1790 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 70.00 | 70.000 | 60.030 | 60.030 | 40.00 | 2,401.20 | |||
| 1800 | FOUNDATION PREPARATION 26767 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,400.00 | 6,400.00 | |||
| 1810 | CONCRETE-CLASS A | 08100 | CUYD | 246.40 | 246.400 | 246.400 | 246.400 | 405.00 | 99,792.00 | |||
| 1820 | STEEL REINFORCEMENT | 08150 | LB | 19,798.00 | 19,798.000 | 19,798.000 | 19,798.000 | 0.90 | 17,818.20 | |||
| 1830 | LOW FLOW DIVERSION CURB 26767 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0007 BRIDGE-CULVERT | |||||||
| 1840 | GRANULAR EMBANKMENT | 02223 | CUYD | 186.00 | 186.000 | 90.050 | 90.050 | 36.00 | 3,241.80 | |||
| 1850 | FOUNDATION PREPARATION 26768 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 1860 | CONCRETE-CLASS A | 08100 | CUYD | 97.60 | 97.600 | 97.600 | 97.600 | 405.00 | 39,528.00 | |||
| 1870 | STEEL REINFORCEMENT | 08150 | LB | 7,509.00 | 7,509.000 | 7,509.000 | 7,509.000 | 0.90 | 6,758.10 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0008 BRIDGE-CULVERT | |||||||
| 1880 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 23.00 | 23.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1890 | FOUNDATION PREPARATION 26769 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1900 | CONCRETE-CLASS A | 08100 | CUYD | 113.90 | 113.900 | 113.900 | 113.900 | 405.00 | 46,129.50 | |||
| 1910 | STEEL REINFORCEMENT | 08150 | LB | 9,893.00 | 9,893.000 | 9,893.000 | 9,893.000 | 0.90 | 8,903.70 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0009 BRIDGE-CULVERT | |||||||
| 1920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 103.00 | 103.000 | 172.980 | 172.980 | 40.00 | 6,919.20 | |||
| 1930 | FOUNDATION PREPARATION 26770 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 1940 | CONCRETE-CLASS A | 08100 | CUYD | 393.30 | 393.300 | 393.300 | 393.300 | 405.00 | 159,286.50 | |||
| 1950 | STEEL REINFORCEMENT | 08150 | LB | 35,980.00 | 35,980.000 | 35,980.000 | 35,980.000 | 0.90 | 32,382.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0010 BRIDGE-CULVERT | |||||||
| 1960 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 14.00 | 14.000 | 9.960 | 9.960 | 40.00 | 398.40 | |||
| 1970 | FOUNDATION PREPARATION 26771 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 1980 | CONCRETE-CLASS A | 08100 | CUYD | 77.40 | 77.400 | 77.400 | 77.400 | 405.00 | 31,347.00 | |||
| 1990 | STEEL REINFORCEMENT | 08150 | LB | 7,645.00 | 7,645.000 | 7,645.000 | 7,645.000 | 0.90 | 6,880.50 | |||
| 2000 | LOW FLOW DIVERSION CURB 26771 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0011 BRIDGE-CULVERT | |||||||
| 2010 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 68.00 | 68.000 | 80.820 | 80.820 | 40.00 | 3,232.80 | |||
| 2020 | FOUNDATION PREPARATION 26772 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 2030 | CONCRETE-CLASS A | 08100 | CUYD | 58.90 | 58.900 | 58.900 | 58.900 | 405.00 | 23,854.50 | |||
| 2040 | STEEL REINFORCEMENT | 08150 | LB | 4,769.00 | 4,769.000 | 4,769.000 | 4,769.000 | 0.90 | 4,292.10 | |||
| 2050 | LOW FLOW DIVERSION CURB 26772 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0012 BRIDGE-CULVERT | |||||||
| 2060 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 23.00 | 23.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 2070 | FOUNDATION PREPARATION 26773 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 2080 | CONCRETE-CLASS A | 08100 | CUYD | 166.40 | 166.400 | 166.400 | 166.400 | 405.00 | 67,392.00 | |||
| 2090 | STEEL REINFORCEMENT | 08150 | LB | 11,476.00 | 11,476.000 | 11,476.000 | 11,476.000 | 0.90 | 10,328.40 | |||
| 8009 | GRANULAR EMBANKMENT | 02223 | CUYD | 0.00 | 164.360 | 164.360 | 164.360 | 36.00 | 5,916.96 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0013 SIGNING | |||||||
| 2100 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 329.00 | 329.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 2110 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 682.00 | 682.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 2120 | STEEL POST TYPE 1 | 06410 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 2130 | STEEL POST TYPE 2 | 06411 | LF | 1,580.00 | 1,580.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 2140 | REMOVE AND RELOCATE SHEET SIGNS | 21813NN | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0014 MOB AND DEMOB | |||||||
| 2150 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200,000.00 | 1,200,000.00 | |||
| 2160 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 385,000.00 | 0.00 | |||
| Project | DE00900681154 | Fed/State Project Number | NH 0681(025) | Category | 0015 LANDSCAPING | |||||||
| 2170 | SPECIAL EXCAVATION | 02204 | CUYD | 26,430.00 | 26,430.000 | 26,430.000 | 26,430.000 | 6.50 | 171,795.00 | |||
| 2180 | BOULDER CLUSTER | 02713 | EACH | 50.00 | 50.000 | 50.000 | 50.000 | 100.00 | 5,000.00 | |||
| 2190 | BOULDER OVERHANG | 02713 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 2200 | EASTERN WHITE PINE | 05026 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2210 | SUGAR MAPLE | 05226 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2220 | CHANNEL CHANGE SEEDING | 05982 | SQYD | 100,458.00 | 100,458.000 | 84,895.833 | 84,895.833 | 1.00 | 84,895.83 | |||
| 2230 | J-HOOK VANE | 07535 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 4,500.00 | 103,500.00 | |||
| 2240 | COLORADO SPRUCE | 20009ES724 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2250 | BALD CYPRESS | 20051ES724 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2260 | EROSION CONTROL BLANKET (SPECIAL) TY 1 COCONUT FIBER | 20327ES212 | SQYD | 20,390.00 | 20,390.000 | 18,346.667 | 18,346.667 | 4.50 | 82,560.00 | |||
| 2270 | EROSION CONTROL BLANKET (SPECIAL) TY 2 | 20327ES212 | SQYD | 80,068.00 | 80,068.000 | 67,547.833 | 67,547.833 | 2.50 | 168,869.58 | |||
| 2280 | SHAGBARK HICKORY | 20449NS724 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2290 | PIN OAK RPM | 20511NS724 | EACH | 242.00 | 242.000 | 160.000 | 160.000 | 30.00 | 4,800.00 | |||
| 2300 | TULIP POPLAR | 20516NS724 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2310 | FLOWERING DOGWOOD | 20566NS724 | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2320 | AMERICAN ELM TREE | 20684NS724 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2330 | AMERICAN ELM TREE RPM | 20684NS724 | EACH | 242.00 | 242.000 | 160.000 | 160.000 | 30.00 | 4,800.00 | |||
| 2340 | ROUGH LEAF DOGWOOD SHRUB | 20923NS724 | EACH | 2,020.00 | 2,020.000 | 2,495.000 | 2,495.000 | 20.00 | 49,900.00 | |||
| 2350 | WEED BARRIER MAT | 20976ND | EACH | 1,210.00 | 1,210.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2360 | INSTALL DO NOT MOW SIGNS | 20978ND | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 50.00 | 2,400.00 | |||
| 2370 | SHELLBARK HICKORY RPM | 21568ES724 | EACH | 242.00 | 242.000 | 160.000 | 160.000 | 30.00 | 4,800.00 | |||
| 2380 | ROOT WADS | 21569ES724 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 350.00 | 3,500.00 | |||
| 2390 | SNOWDRIFT CRABAPPLE | 21664NS724 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2400 | SWAMP WHITE OAK RPM | 21744NS724 | EACH | 242.00 | 242.000 | 160.000 | 160.000 | 30.00 | 4,800.00 | |||
| 2410 | LOG WEIR NOTCHED | 21745NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 2420 | DOUBLE CROSS VANE | 21746NN | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 7,000.00 | 49,000.00 | |||
| 2430 | RIFFLE ROCK | 21747EN | TON | 60.00 | 60.000 | 60.000 | 60.000 | 50.00 | 3,000.00 | |||
| 2440 | SHINGLE OAK | 22915NS724 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2450 | SHINGLE OAK RPM | 22915NS724 | EACH | 242.00 | 242.000 | 160.000 | 160.000 | 30.00 | 4,800.00 | |||
| 2460 | BASSWOOD | 22916NS724 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2470 | YELLOWWOOD | 24392ES724 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2480 | AMERICAN HOLLY | 24393ES724 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2490 | HAWTHORN | 24394ES724 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 2500 | STRAWBERRY BUSH | 24396NS724 | EACH | 2,020.00 | 2,020.000 | 1,895.000 | 1,895.000 | 20.00 | 37,900.00 | |||
| 2510 | ARROWWOOD BUSH | 24397NS724 | EACH | 2,020.00 | 2,020.000 | 1,895.000 | 1,895.000 | 20.00 | 37,900.00 | |||
| 2520 | FALSE INDIGO BUSH | 24398NS724 | EACH | 2,020.00 | 2,020.000 | 1,895.000 | 1,895.000 | 20.00 | 37,900.00 | |||
| 2530 | LOG VANE WITH BOULDER J-HOOK | 24399EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 2540 | SUBMERGED LOG STRUCTURE | 24400EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,750.00 | 5,250.00 | |||
| SUBTOT | $18,672.36 |
$20,030,435.39 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0800-1-0I |
GEOTEXTILE TYPE IV | SY |
72,000.00 | 0061 | $0.572400 | $39,152.16 | ||||||
8030-1-0I |
BIAXIAL GEOGRID | SY |
69,550.50 | 0061 | $1.388900 | $91,768.76 | ||||||
0800-1-0A |
GEOTEXTILE TYPE IV | SY |
18,811.55 | 0063 | $0.572400 | $-10,229.34 | ||||||
8030-1-0A |
BIAXIAL GEOGRID | SY |
18,700.00 | 0063 | $1.388900 | $-24,673.81 | ||||||
0800-1-0A |
GEOTEXTILE TYPE IV | SY |
1,351.11 | 0066 | $0.572400 | $-734.71 | ||||||
| SUBTOT | $95,283.06 |
|||||||||||