Contract ID: | 110348 | Estimate Number: | 0042 | Contract No: | 710126 | |||
Residency: | MADILL (02300) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | NHY-022N(195), NHY-022N(207) | ||||||||||||
Primary Job Piece No: | 18847(15) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND SIGNALS US-70/DURANT BYPASS: FROM THE US-70 JUNCTION, EXTEND SOUTHEAST TO THE SH-78 JUNCTION. PROJECT LENGTH = 4.502 MILES. | ||||||||||||
Primary County: | BRYAN | ||||||||||||
Name of Road: | US-70 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 07/21/2011 | NTP Effective Date: | 12/05/2011 | Pay Period: | 03/16/2014 TO 11/30/2014 |
Date Awarded: | 08/01/2011 | Date Work Began: | 01/03/2012 | Original Contract Time: | 450 |
Date Contract Executed: | 08/18/2011 | Date Time Stopped: | 10/29/2013 | Current Time Charged: | 455.00 |
Date NTP Issued: | 08/24/2011 | Completion Date: | 10/29/2013 | Current Time Allowed: | 455.00 |
General Liability Expires: | 09/01/2015 | Workman's Comp Expires: | 01/01/2015 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $18,574,116.09 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $19,447,834.28 | Participating: | $19,447,834.39 | $19,118,313.69 | $329,520.70 | ||
Percent Complete: | 99.99 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $1,057.55 | Total Earnings: | $19,447,834.39 | $19,118,313.69 | $329,520.70 | ||
Stockpiled Materials: | $-0.02 | $0.47 | $-0.49 | ||||
Gross Earnings: | $19,447,834.37 | $19,118,314.16 | $329,520.21 | ||||
Other Adjustments: | $-1,057.64 | $-1,057.64 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $19,446,776.73 | $19,117,256.52 | $329,520.21 |
Contract ID: | 110348 | Estimate Number: | 0042 | Primary JP: | 18847(15) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add and Fund One New Pay Item To Contract | Approved | 10/25/2012 | 5.0 | $16,353.12 |
002 | OG&E Electrical connection for HWY 78 traffic signals | Approved | 11/04/2013 | 0.0 | $36,392.10 |
003 | Overruns NHY-022N (195) J/P 18847(15) & (207) J/P 18847(20) | Approved | 02/04/2014 | 0.0 | $490,433.42 |
004 | Final Quantity Change Order | Approved | 12/09/2014 | 0.0 | $330,539.55 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0013 | $-25,723.07 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0032 | $-2,028.71 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0001 | $138,335.60 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0024 | $-25,532.06 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0022 | $-2,647.97 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0021 | $-1,488.64 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0016 | $-25,836.66 |
18847(15) | 0010 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-55,078.49 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0005 | $405,877.49 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0020 | $-63,387.84 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0033 | $-36,039.69 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0032 | $-13,053.95 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0026 | $-28,181.50 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0025 | $-63,725.44 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0024 | $-53,589.28 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0023 | $-54,036.10 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0022 | $-38,073.78 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0021 | $-39,488.85 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0019 | $-16,301.07 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0021 | $-33,921.87 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0020 | $-54,451.68 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0005 | $132,484.46 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0022 | $-30,107.91 |
18847(15) | 0015 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0019 | $-14,003.01 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-81,722.33 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0009 | $-18,500.00 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-16,651.28 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0011 | $-51,342.50 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-22,864.72 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0001 | $193,005.32 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0006 | $-1,924.00 |
18847(20) | 0134 | FABRIC-BASE SEP | Stockpiled Material Closure | 0042 | $-0.49 | Subtotals For Stockpile Payments | $-0.02 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 3,510.00 | $-0.02 | $-82.35 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 280.00 | $0.05 | $14.13 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 1,835.00 | $-0.06 | $-125.62 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0015 | 5,000.00 | $0.05 | $267.30 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 8,000.00 | $0.03 | $259.68 |
18847(15) | 0001 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0036 | 7,373.44 | $-0.01 | $-106.62 |
18847(15) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 1,439.30 | $-0.03 | $-46.85 |
18847(15) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 977.75 | $-0.03 | $-31.83 |
18847(15) | 0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 2,302.07 | $-0.03 | $-74.93 |
18847(15) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 1,011.15 | $-0.03 | $-32.91 |
18847(15) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 2,895.29 | $-0.03 | $-94.24 |
18847(15) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 449.50 | $-0.03 | $-14.63 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 4,052.20 | $-0.03 | $-150.74 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 3,140.78 | $-0.03 | $-116.84 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 3,572.03 | $-0.03 | $-132.88 |
18847(15) | 0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0036 | 2,009.38 | $-0.03 | $-74.75 |
18847(15) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 371.28 | $-0.15 | $-58.37 |
18847(15) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 1,321.57 | $-0.03 | $-49.16 |
18847(15) | 0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 2,146.86 | $-0.03 | $-79.86 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 4,220.00 | $-0.06 | $-288.90 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 1,136.00 | $-0.06 | $-77.77 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0017 | 20,000.00 | $0.03 | $649.20 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 5,000.00 | $0.03 | $162.30 |
18847(20) | 0128 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0036 | 6,176.00 | $-0.01 | $-89.31 |
18847(20) | 0138 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 606.65 | $-0.03 | $-19.75 |
18847(20) | 0139 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 1,658.92 | $-0.03 | $-54.00 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0031 | 2,766.54 | $-0.03 | $-102.92 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0033 | 2,664.33 | $-0.03 | $-99.11 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0034 | 2,747.28 | $-0.03 | $-102.20 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0035 | 2,070.28 | $-0.03 | $-77.01 |
18847(20) | 0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0036 | 511.78 | $-0.03 | $-19.04 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 329.79 | $-0.03 | $-12.27 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 1,511.50 | $-0.03 | $-56.23 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 298.49 | $-0.03 | $-11.10 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0035 | 635.49 | $-0.03 | $-23.64 |
18847(20) | 0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0036 | 2,806.94 | $-0.03 | $-104.42 | Subtotals For Line Item Adjustments | $-1,057.64 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110348 | Estimate Number: | 0042 | Primary JP: | 18847(15) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0100/ROADWAY - NHY-022N(195) | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 39,859.000 | 39,859.000 | 39,859.000 | $6.00 | $0.00 | $239,154.00 | |
0002 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $73,000.00 | $0.00 | $73,000.00 | |
0003 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,636.000 | 191.000 | 191.000 | $1.10 | $0.00 | $210.10 | |
0004 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 16.000 | 0.000 | 0.000 | $140.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 224.000 | 252.000 | 252.000 | $5.00 | $0.00 | $1,260.00 | |
0006 | TEMPORARY ROCK FILTER DAM TYPE 2 | 221(G) 0151 | CY | 8.000 | 0.000 | 0.000 | $73.75 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 64,870.000 | 73,801.440 | 73,801.440 | $0.96 | $0.00 | $70,849.38 | |
0008 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 57,406.000 | 60,017.840 | 60,017.840 | $32.00 | $0.00 | $1,920,570.88 | |
0009 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 224,008.000 | 228,146.280 | 228,146.280 | $0.50 | $0.00 | $114,073.15 | |
0010 | SEPARATOR FABRIC | 325 5271 | SY | 186,940.000 | 208,305.160 | 208,305.160 | $0.85 | $0.00 | $177,059.39 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 16,902.000 | 20,529.170 | 20,529.170 | $15.25 | $0.00 | $313,069.90 | |
0012 | TACK COAT | 407(B) 0250 | GAL | 22,609.000 | 24,676.000 | 24,676.000 | $3.00 | $0.00 | $74,028.00 | |
0013 | PRIME COAT | 408 5774 | GAL | 33,861.000 | 60,240.130 | 0.000 | 60,240.130 | $4.85 | $0.00 | $292,164.64 |
0014 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 19,544.000 | 19,287.370 | 19,287.370 | $60.00 | $0.00 | $1,157,242.20 | |
0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 31,439.000 | 31,992.180 | 31,992.180 | $55.20 | $0.00 | $1,765,968.34 | |
0016 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 12,969.000 | 12,774.390 | 12,774.390 | $72.00 | $0.00 | $919,756.08 | |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,150.000 | 3,839.710 | 3,839.710 | $57.75 | $0.00 | $221,743.26 | |
0018 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 33,909.000 | 33,800.000 | 33,800.000 | $0.09 | $0.00 | $3,042.00 | |
0019 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 2,375.000 | 1,958.700 | 1,958.700 | $18.00 | $0.00 | $35,256.60 | |
0020 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 7,302.000 | 8,690.840 | 8,690.840 | $26.00 | $0.00 | $225,961.84 | |
0021 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 2,419.000 | 2,770.750 | 2,770.750 | $101.50 | $0.00 | $281,231.13 | |
0022 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 406.000 | 405.320 | 405.320 | $10.00 | $0.00 | $4,053.20 | |
0023 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,001.000 | 1,001.000 | 1,001.000 | $352.00 | $0.00 | $352,352.00 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.000 | 555.280 | 555.280 | $225.00 | $0.00 | $124,938.00 | |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 156,133.000 | 156,133.000 | 156,133.000 | $0.80 | $0.00 | $124,906.40 | |
0026 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 330.000 | 1,273.600 | 0.000 | 1,273.600 | $42.00 | $0.00 | $53,491.20 |
0027 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 1,152.000 | 1,160.020 | 1,160.020 | $8.00 | $0.00 | $9,280.16 | |
0028 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 11,484.000 | 11,157.000 | 11,157.000 | $16.00 | $0.00 | $178,512.00 | |
0029 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 157.000 | 343.350 | 343.350 | $55.00 | $0.00 | $18,884.25 | |
0030 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 733.000 | 742.510 | 742.510 | $45.00 | $0.00 | $33,412.95 | |
0031 | BITUMINOUS DRIVEWAY | 610(G) 4142 | SY | 495.000 | 783.670 | 783.670 | $28.35 | $0.00 | $22,217.04 | |
0032 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 7.000 | 7.000 | 0.000 | 7.000 | $1,375.00 | $0.00 | $9,625.00 |
0033 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 2.400 | 2.430 | 2.430 | $560.00 | $0.00 | $1,360.80 | |
0034 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 3.000 | 3.000 | 0.000 | 3.000 | $3,515.00 | $0.00 | $10,545.00 |
0035 | INLET CI DES. 2 (C) | 611(G) 5114 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $4,100.00 | $0.00 | $4,100.00 |
0036 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $4,100.00 | $0.00 | $16,400.00 |
0037 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 4.000 | 2.000 | 0.000 | 2.000 | $4,040.00 | $0.00 | $8,080.00 |
0038 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $3,210.00 | $0.00 | $6,420.00 |
0039 | INLET GPI TYPE 1 (DES. 1) | 611(G) 5327 | EA | 1.000 | 1.000 | 1.000 | $1,660.00 | $0.00 | $1,660.00 | |
0040 | INLET (SMD-TYPE 2B) | 611(G) 6006 | EA | 1.000 | 1.000 | 1.000 | $1,840.00 | $0.00 | $1,840.00 | |
0041 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 7.800 | 3.640 | 3.640 | $460.00 | $0.00 | $1,674.40 | |
0042 | ADD'L DEPTH IN INLET CI DES. 3 | 611(H) 5330 | VF | 2.000 | 1.990 | 1.990 | $565.00 | $0.00 | $1,124.35 | |
0043 | ADD'L DEPTH IN INLET GPI TYPE 1 | 611(H) 5374 | VF | 2.000 | 0.000 | 0.000 | $470.00 | $0.00 | $0.00 | |
0044 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,758.000 | 1,696.000 | 1,696.000 | $41.00 | $0.00 | $69,536.00 | |
0045 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 616.000 | 628.000 | 0.000 | 628.000 | $45.75 | $0.00 | $28,731.00 |
0046 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 314.000 | 128.000 | 0.000 | 128.000 | $54.50 | $0.00 | $6,976.00 |
0047 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 60.000 | 0.000 | 0.000 | $33.00 | $0.00 | $0.00 | |
0048 | 42" X 29" CORR. GALV. STEEL PIPE ARCH | 613(B) 4530 | LF | 54.000 | 0.000 | 0.000 | $45.00 | $0.00 | $0.00 | |
0049 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 10,126.000 | 10,090.000 | 10,090.000 | $10.00 | $0.00 | $100,900.00 | |
0050 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 510.000 | 95.000 | 95.000 | $8.50 | $0.00 | $807.50 | |
0051 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $590.00 | $0.00 | $590.00 |
0052 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 7.000 | 7.000 | 0.000 | 7.000 | $725.00 | $0.00 | $5,075.00 |
0053 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 1.000 | 0.000 | 0.000 | $800.00 | $0.00 | $0.00 | |
0054 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 234.000 | 222.590 | 222.590 | $28.00 | $0.00 | $6,232.52 | |
0055 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 720.000 | 626.360 | 626.360 | $24.00 | $0.00 | $15,032.64 | |
0056 | TRENCH EXCAVATION | 613(V) 1180 | CY | 1,974.000 | 1,810.640 | 8.000 | 1,810.640 | $6.00 | $48.00 | $10,863.84 |
0057 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 6.000 | 4.000 | -2.000 | 4.000 | $1,000.00 | $-2,000.00 | $4,000.00 |
0058 | REMOVAL OF FENCE | 619(B) 4725 | LF | 4,349.000 | 4,349.000 | 4,349.000 | $1.00 | $0.00 | $4,349.00 | |
0059 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 4,247.000 | 7,037.230 | 7,037.230 | $4.00 | $0.00 | $28,148.92 | |
0060 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 26,484.000 | 26,942.000 | 26,942.000 | $1.70 | $0.00 | $45,801.40 | |
0061 | SAWING PAVEMENT | 619(C) 0924 | LF | 120.000 | 119.000 | 119.000 | $6.00 | $0.00 | $714.00 | |
0062 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,625.000 | 1,775.000 | 1,775.000 | $14.95 | $0.00 | $26,536.25 | |
0063 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 5.000 | 5.000 | $2,095.00 | $0.00 | $10,475.00 | |
0064 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,295.00 | $0.00 | $5,180.00 | |
0065 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,310.000 | 6,759.000 | 6,759.000 | $3.50 | $0.00 | $23,656.50 | |
0066 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 35.000 | 41.000 | 41.000 | $7.00 | $0.00 | $287.00 | |
8000 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $16,353.12 | $0.00 | $16,353.12 | |
8002 | MOWING | 241 2832 | AC | 0.000 | 209.980 | 209.980 | $132.31 | $0.00 | $27,782.45 | |
Subtotals For Category 0100/ROADWAY - NHY-022N(195) | $-1,952.00 | $9,308,545.78 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0300/TRAFFIC CONTROL - NHY-022N(195) | ||||||||
0067 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 1,795.000 | 1,628.000 | 1,628.000 | $1.00 | $0.00 | $1,628.00 | |
0068 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,640.000 | 20,453.000 | 20,453.000 | $1.00 | $0.00 | $20,453.00 | |
0069 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,785.000 | 17,588.000 | 17,588.000 | $1.00 | $0.00 | $17,588.00 | |
0070 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,570.000 | 23,165.000 | 23,165.000 | $2.50 | $0.00 | $57,912.50 | |
0071 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,145.000 | 11,284.000 | 11,284.000 | $0.50 | $0.00 | $5,642.00 | |
0072 | WING BARRICADES | 880(C) 8848 | SD | 660.000 | 4,814.000 | 4,814.000 | $2.00 | $0.00 | $9,628.00 | |
0073 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 7,170.000 | 40,841.000 | 40,841.000 | $0.25 | $0.00 | $10,210.25 | |
0074 | DRUMS | 880(F) 8878 | SD | 16,590.000 | 92,251.000 | 92,251.000 | $0.25 | $0.00 | $23,062.75 | |
Subtotals For Category 0300/TRAFFIC CONTROL - NHY-022N(195) | $0.00 | $146,124.50 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(195) | ||||||||
0075 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 77.160 | 77.160 | 77.160 | $220.00 | $0.00 | $16,975.20 | |
0076 | REINFORCING STEEL | 804(B) 2916 | LB | 16,164.000 | 16,164.000 | 16,164.000 | $1.00 | $0.00 | $16,164.00 | |
0077 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 926.450 | 926.450 | 926.450 | $11.50 | $0.00 | $10,654.18 | |
0078 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 4,789.500 | 4,789.500 | 4,789.500 | $17.50 | $0.00 | $83,816.25 | |
0079 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 490.500 | 490.500 | 490.500 | $24.00 | $0.00 | $11,772.00 | |
0080 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 363.000 | 363.000 | 363.000 | $31.00 | $0.00 | $11,253.00 | |
0081 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 576.000 | 576.000 | 576.000 | $35.00 | $0.00 | $20,160.00 | |
0082 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 675.500 | 675.500 | 675.500 | $41.00 | $0.00 | $27,695.50 | |
0083 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 12.000 | 12.000 | 12.000 | $10.00 | $0.00 | $120.00 | |
0084 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 1,184.000 | 1,184.000 | 1,184.000 | $18.00 | $0.00 | $21,312.00 | |
0085 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 150.000 | 150.000 | 150.000 | $20.00 | $0.00 | $3,000.00 | |
0086 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 101,375.000 | 101,375.000 | 101,375.000 | $0.50 | $0.00 | $50,687.50 | |
0087 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 14,830.000 | 14,830.000 | 14,830.000 | $0.65 | $0.00 | $9,639.50 | |
0088 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 9,240.000 | 9,240.000 | 9,240.000 | $1.50 | $0.00 | $13,860.00 | |
0089 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 5,300.000 | 5,300.000 | 5,300.000 | $2.00 | $0.00 | $10,600.00 | |
0090 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 305.000 | 305.000 | 305.000 | $6.00 | $0.00 | $1,830.00 | |
0091 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 57.000 | 60.000 | 60.000 | $125.00 | $0.00 | $7,500.00 | |
0092 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 6.000 | 6.000 | 6.000 | $150.00 | $0.00 | $900.00 | |
0093 | WARNING LIGHTS(TYPE A) | 880(E) 8863 | EA | 12.000 | 12.000 | 12.000 | $20.00 | $0.00 | $240.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(195) | $0.00 | $318,179.13 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0302/TRAFFIC SIGNAL - NHY-022N(195) | ||||||||
0094 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 200.000 | 200.000 | 200.000 | $4.00 | $0.00 | $800.00 | |
0095 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 315.000 | 315.000 | 315.000 | $16.00 | $0.00 | $5,040.00 | |
0096 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 520.000 | 520.000 | 520.000 | $6.00 | $0.00 | $3,120.00 | |
0097 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 7.000 | 7.000 | 7.000 | $300.00 | $0.00 | $2,100.00 | |
0098 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 3.000 | 3.000 | 3.000 | $300.00 | $0.00 | $900.00 | |
0099 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 24.000 | 24.000 | 24.000 | $490.00 | $0.00 | $11,760.00 | |
0100 | REINFORCING STEEL | 804(B) 2916 | LB | 3,644.600 | 3,644.600 | 3,644.600 | $1.20 | $0.00 | $4,373.52 | |
0101 | 40' MHP 25' TS & 10' LMA(G.STL.) | 806(A) 8836 | EA | 2.000 | 2.000 | 2.000 | $5,695.00 | $0.00 | $11,390.00 | |
0102 | 40' MHP 30' TS & 10' LMA(G.STL.) | 806(A) 8844 | EA | 3.000 | 3.000 | 3.000 | $6,035.00 | $0.00 | $18,105.00 | |
0103 | 40' MHP 35' TS & 10' LMA(G.STL.) | 806(A) 8852 | EA | 2.000 | 2.000 | 2.000 | $6,690.00 | $0.00 | $13,380.00 | |
0104 | 40' MHP 40' TS & 10' LMA(G.STL.) | 806(A) 8858 | EA | 2.000 | 2.000 | 2.000 | $7,320.00 | $0.00 | $14,640.00 | |
0105 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 9.000 | 9.000 | 9.000 | $328.00 | $0.00 | $2,952.00 | |
0106 | SERVICE POLE | 810(A) 3118 | EA | 3.000 | 3.000 | 3.000 | $500.00 | $0.00 | $1,500.00 | |
0107 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 600.000 | 600.000 | 600.000 | $0.90 | $0.00 | $540.00 | |
0108 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 3,560.000 | 3,560.000 | 3,560.000 | $0.70 | $0.00 | $2,492.00 | |
0109 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $18,990.00 | $0.00 | $56,970.00 | |
0110 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
0111 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 15.000 | 15.000 | 15.000 | $460.00 | $0.00 | $6,900.00 | |
0112 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 3.000 | 3.000 | 3.000 | $459.00 | $0.00 | $1,377.00 | |
0113 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 3.000 | 3.000 | 3.000 | $889.00 | $0.00 | $2,667.00 | |
0114 | BACKPLATE | 833 3030 | EA | 21.000 | 21.000 | 21.000 | $72.00 | $0.00 | $1,512.00 | |
0115 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 905.000 | 905.000 | 905.000 | $1.20 | $0.00 | $1,086.00 | |
0116 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 125.000 | 125.000 | 125.000 | $1.50 | $0.00 | $187.50 | |
0117 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 1,330.000 | 1,330.000 | 1,330.000 | $3.62 | $0.00 | $4,814.60 | |
0118 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 15.000 | 15.000 | 15.000 | $550.00 | $0.00 | $8,250.00 | |
0119 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 9.000 | 9.000 | 9.000 | $335.00 | $0.00 | $3,015.00 | |
0120 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 1,710.000 | 1,710.000 | 1,710.000 | $1.00 | $0.00 | $1,710.00 | |
0121 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 6.000 | 6.000 | 6.000 | $1,090.00 | $0.00 | $6,540.00 | |
0122 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 202.500 | 202.500 | 202.500 | $27.45 | $0.00 | $5,558.63 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $8,607.00 | $0.00 | $8,607.00 | |
Subtotals For Category 0302/TRAFFIC SIGNAL - NHY-022N(195) | $0.00 | $257,287.25 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0600/STAKING - NHY-022N(195) | ||||||||
0123 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $88,000.00 | $0.00 | $88,000.00 | |
Subtotals For Category 0600/STAKING - NHY-022N(195) | $0.00 | $88,000.00 | ||||||||
Fed/State Project Number: NHY-022N(195) | Project: 18847(15) | Category: 0640/CONSTRUCTION - NHY-022N(195) | ||||||||
0124 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $5,150.00 | $0.00 | $5,150.00 | |
0125 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $5,150.00 | $0.00 | $5,150.00 | |
0126 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $479,898.64 | $0.00 | $479,898.64 | |
0127 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $75,436.69 | $0.00 | $75,436.68 | |
Subtotals For Category 0640/CONSTRUCTION - NHY-022N(195) | $0.00 | $565,635.32 | ||||||||
Subtotals For Project NHY-022N(195) /18847(15) | $-1,952.00 | $10,683,771.98 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: NHY-022N(207) | Project: 18847(20) | Category: 0100/ROADWAY - NHY-022N(207) | ||||||||
0128 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 36,532.000 | 36,532.000 | 36,532.000 | $6.00 | $0.00 | $219,192.00 | |
0129 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 425.000 | 0.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0130 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 196.000 | 100.000 | 100.000 | $5.00 | $0.00 | $500.00 | |
0131 | SOLID SLAB SODDING | 230(A) 2806 | SY | 37,445.000 | 31,391.670 | 31,391.670 | $0.96 | $0.00 | $30,136.00 | |
0132 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 64,257.000 | 65,420.470 | 65,420.470 | $32.01 | $0.00 | $2,094,109.25 | |
0133 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 236,800.000 | 236,799.730 | 236,799.730 | $0.50 | $0.00 | $118,399.88 | |
0134 | SEPARATOR FABRIC | 325 5271 | SY | 260,818.000 | 260,817.340 | 0.000 | 260,817.340 | $0.85 | $0.00 | $221,694.74 |
0135 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 20,483.000 | 26,730.880 | 0.000 | 26,730.880 | $15.24 | $0.00 | $407,378.61 |
0136 | TACK COAT | 407(B) 0250 | GAL | 26,342.000 | 30,687.500 | 30,687.500 | $3.03 | $0.00 | $92,983.13 | |
0137 | PRIME COAT | 408 5774 | GAL | 68,491.000 | 86,009.260 | 68,204.260 | 86,009.260 | $4.86 | $331,472.70 | $418,005.00 |
0138 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 21,307.000 | 21,798.600 | 21,798.600 | $59.67 | $0.00 | $1,300,722.46 | |
0139 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 37,993.000 | 37,135.060 | 37,135.060 | $55.19 | $0.00 | $2,049,483.95 | |
0140 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 14,114.000 | 14,910.230 | 14,910.230 | $72.02 | $0.00 | $1,073,834.78 | |
0141 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 5,963.000 | 5,787.080 | 5,787.080 | $57.75 | $0.00 | $334,203.88 | |
0142 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 46,195.000 | 46,107.000 | 46,107.000 | $0.09 | $0.00 | $4,149.63 | |
0143 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.000 | 19.620 | 19.620 | $220.00 | $0.00 | $4,316.40 | |
0144 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 8,838.000 | 7,418.780 | 7,418.780 | $1.70 | $0.00 | $12,611.93 | |
0145 | SAWING PAVEMENT | 619(C) 0924 | LF | 8,005.000 | 0.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0146 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 3,700.000 | 3,700.000 | 3,700.000 | $14.95 | $0.00 | $55,315.00 | |
0147 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 14.000 | 14.000 | 14.000 | $2,095.00 | $0.00 | $29,330.00 | |
0148 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 14.000 | 14.000 | 14.000 | $1,295.00 | $0.00 | $18,130.00 | |
0149 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 81.000 | 83.000 | 83.000 | $7.00 | $0.00 | $581.00 | |
Subtotals For Category 0100/ROADWAY - NHY-022N(207) | $331,472.70 | $8,485,077.64 | ||||||||
Fed/State Project Number: NHY-022N(207) | Project: 18847(20) | Category: 0300/TRAFFIC CONTROL - NHY-022N(207) | ||||||||
0150 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 3,000.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0151 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 1,910.000 | 130.000 | 130.000 | $36.05 | $0.00 | $4,686.50 | |
0152 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,910.000 | 260.000 | 260.000 | $2.35 | $0.00 | $611.00 | |
0153 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 480.000 | 267.000 | 267.000 | $3.00 | $0.00 | $801.00 | |
0154 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,440.000 | 3,708.000 | 3,708.000 | $0.20 | $0.00 | $741.60 | |
0155 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,400.000 | 4,651.000 | 4,651.000 | $1.00 | $0.00 | $4,651.00 | |
0156 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 8,640.000 | 5,955.000 | 5,955.000 | $0.50 | $0.00 | $2,977.50 | |
0157 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,400.000 | 3,556.000 | 3,556.000 | $0.50 | $0.00 | $1,778.00 | |
0158 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 18.000 | 0.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0159 | WING BARRICADES | 880(C) 8848 | SD | 960.000 | 1,962.000 | 1,962.000 | $1.00 | $0.00 | $1,962.00 | |
0160 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 13,440.000 | 11,663.000 | 11,663.000 | $0.10 | $0.00 | $1,166.30 | |
0161 | DRUMS | 880(F) 8878 | SD | 35,040.000 | 12,789.000 | 12,789.000 | $0.15 | $0.00 | $1,918.35 | |
Subtotals For Category 0300/TRAFFIC CONTROL - NHY-022N(207) | $0.00 | $21,293.25 | ||||||||
Fed/State Project Number: NHY-022N(207) | Project: 18847(20) | Category: 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(207) | ||||||||
0162 | CLASS C CONCRETE | 509(D) 0325 | CY | 27.320 | 0.000 | 0.000 | $220.00 | $0.00 | $0.00 | |
0163 | REINFORCING STEEL | 511(A) 0332 | LB | 1,124.000 | 0.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
0164 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 38.700 | 38.700 | 38.700 | $220.00 | $0.00 | $8,514.00 | |
0165 | REINFORCING STEEL | 804(B) 2916 | LB | 8,344.000 | 8,344.000 | 8,344.000 | $1.00 | $0.00 | $8,344.00 | |
0166 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 740.190 | 740.190 | 740.190 | $11.50 | $0.00 | $8,512.19 | |
0167 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 1,810.500 | 1,810.500 | 1,810.500 | $17.50 | $0.00 | $31,683.75 | |
0168 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 180.000 | 180.000 | 180.000 | $24.00 | $0.00 | $4,320.00 | |
0169 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 116.000 | 116.000 | 116.000 | $35.00 | $0.00 | $4,060.00 | |
0170 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 484.000 | 484.000 | 484.000 | $41.00 | $0.00 | $19,844.00 | |
0171 | 1 1/2@2.72 GALV.STEEL PIPE POST | 851(B) 3215 | LF | 36.000 | 36.000 | 36.000 | $10.00 | $0.00 | $360.00 | |
0172 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 756.000 | 756.000 | 756.000 | $18.00 | $0.00 | $13,608.00 | |
0173 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 335.000 | 335.000 | 335.000 | $20.00 | $0.00 | $6,700.00 | |
0174 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 41,208.000 | 41,208.000 | 41,208.000 | $0.50 | $0.00 | $20,604.00 | |
0175 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 5,295.000 | 5,295.000 | 5,295.000 | $0.65 | $0.00 | $3,441.75 | |
0176 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 3,033.000 | 3,033.000 | 3,033.000 | $1.50 | $0.00 | $4,549.50 | |
0177 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 1,515.000 | 1,515.000 | 1,515.000 | $2.00 | $0.00 | $3,030.00 | |
0178 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 105.000 | 105.000 | 105.000 | $6.00 | $0.00 | $630.00 | |
0179 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 24.000 | 24.000 | 24.000 | $125.00 | $0.00 | $3,000.00 | |
0180 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 5.000 | 4.000 | 4.000 | $150.00 | $0.00 | $600.00 | |
0181 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 5,000.000 | 5,000.000 | $0.25 | $0.00 | $1,250.00 | |
0182 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 4.000 | 4.000 | 4.000 | $5,825.00 | $0.00 | $23,300.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING - NHY-022N(207) | $0.00 | $166,351.19 | ||||||||
Fed/State Project Number: NHY-022N(207) | Project: 18847(20) | Category: 0302/TRAFFIC SIGNAL - NHY-022N(207) | ||||||||
0183 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 95.000 | 95.000 | 95.000 | $4.00 | $0.00 | $380.00 | |
0184 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 185.000 | 185.000 | 185.000 | $16.00 | $0.00 | $2,960.00 | |
0185 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 70.000 | 70.000 | 70.000 | $6.00 | $0.00 | $420.00 | |
0186 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 2.000 | 2.000 | 2.000 | $300.00 | $0.00 | $600.00 | |
0187 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 1.000 | 1.000 | $300.00 | $0.00 | $300.00 | |
0188 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.700 | 8.700 | 8.700 | $490.00 | $0.00 | $4,263.00 | |
0189 | REINFORCING STEEL | 804(B) 2916 | LB | 1,330.000 | 1,330.000 | 1,330.000 | $1.20 | $0.00 | $1,596.00 | |
0190 | 40' MHP 35' TS & 10' LMA(G.STL.) | 806(A) 8852 | EA | 1.000 | 1.000 | 1.000 | $6,800.00 | $0.00 | $6,800.00 | |
0191 | 40' MHP 40' TS & 10' LMA(G.STL.) | 806(A) 8858 | EA | 1.000 | 1.000 | 1.000 | $7,425.00 | $0.00 | $7,425.00 | |
0192 | 40' MHP 45' TS & 10' LMA(G.STL.) | 806(A) 8866 | EA | 1.000 | 1.000 | 1.000 | $8,125.00 | $0.00 | $8,125.00 | |
0193 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 3.000 | 3.000 | 3.000 | $328.00 | $0.00 | $984.00 | |
0194 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $500.00 | $0.00 | $500.00 | |
0195 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 200.000 | 200.000 | $1.00 | $0.00 | $200.00 | |
0196 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,100.000 | 1,100.000 | 1,100.000 | $0.70 | $0.00 | $770.00 | |
0197 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $18,950.00 | $0.00 | $18,950.00 | |
0198 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $27,918.00 | $0.00 | $27,918.00 | |
0199 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 4.000 | 4.000 | 4.000 | $460.00 | $0.00 | $1,840.00 | |
0200 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 3.000 | 3.000 | 3.000 | $459.00 | $0.00 | $1,377.00 | |
0201 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 1.000 | 1.000 | 1.000 | $459.00 | $0.00 | $459.00 | |
0202 | BACKPLATE | 833 3030 | EA | 8.000 | 8.000 | 8.000 | $71.00 | $0.00 | $568.00 | |
0203 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 410.000 | 410.000 | 410.000 | $1.20 | $0.00 | $492.00 | |
0204 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 420.000 | 420.000 | 420.000 | $3.65 | $0.00 | $1,533.00 | |
0205 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 68.500 | 68.500 | 68.500 | $27.45 | $0.00 | $1,880.33 | |
0206 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
Subtotals For Category 0302/TRAFFIC SIGNAL - NHY-022N(207) | $0.00 | $91,340.33 | ||||||||
Subtotals For Project NHY-022N(207) /18847(20) | $331,472.70 | $8,764,062.41 |