Contract ID: | 100528 | Estimate Number: | 0017 | Contract No: | 610779 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | NHY-147N(075)IP | ||||||||||||
Primary Job Piece No: | 17360(18) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-412: FROM 8.4 MILES EAST OF THE US-281 JUNCTION, EXTEND EAST. PROJECT LENGTH = 6.640 MILES. | ||||||||||||
Primary County: | MAJOR | ||||||||||||
Name of Road: | US-412 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 10/21/2010 | NTP Effective Date: | 01/24/2011 | Pay Period: | 09/16/2011 TO 09/30/2011 |
Date Awarded: | 11/08/2010 | Date Work Began: | 01/24/2011 | Original Contract Time: | 310 |
Date Contract Executed: | 11/24/2010 | Date Time Stopped: | Current Time Charged: | 250.00 | |
Date NTP Issued: | 12/02/2010 | Completion Date: | Current Time Allowed: | 335.00 | |
General Liability Expires: | 09/01/2012 | Workman's Comp Expires: | 01/01/2012 | Percent Time Used: | 74.63 % |
Specification Year: | 1999 | Date Approved: | 10/06/2011 | ||
Current Contract Amount: | $9,837,126.00 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,815,494.00 | Participating: | $7,405,341.01 | $7,226,240.50 | $179,100.51 | ||
Percent Complete: | 78.18 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,146,387.25 | Total Earnings: | $7,405,341.01 | $7,226,240.50 | $179,100.51 | ||
Unearned Balance: | $2,124,755.25 | Stockpiled Materials: | $18,461.38 | $18,461.38 | $0.00 | ||
Gross Earnings: | $7,423,802.39 | $7,244,701.88 | $179,100.51 | ||||
Other Adjustments: | $266,936.36 | $266,936.36 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $7,690,738.75 | $7,511,638.24 | $179,100.51 |
Contract ID: | 100528 | Estimate Number: | 0017 | Primary JP: | 17360(18) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Traffic Control Items and RCB Barrel Removal | Approved | 06/13/2011 | 0.0 | $21,632.00 |
002 | "Pavement/Bridge Deck Smoothness" | Approved | 09/29/2011 | 0.0 | $0.00 |
003 | "Asphalt Binder Adjustment" | Pending | 0 | 0.0 | $340,000.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-36,360.46 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-2,741.52 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-33,137.83 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-48,222.72 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-60,464.02 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-20,619.43 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $201,545.98 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $145,379.24 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-38,373.31 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-48,114.35 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-13,549.87 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-28,933.90 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-16,407.94 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $201,116.06 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-43,179.82 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-29,672.43 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-54,140.99 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-32,558.06 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0016 | $-4,640.11 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-18,463.15 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0007 | $232,222.57 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0013 | $-73,241.82 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-58,413.58 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0012 | $-44,044.48 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-31,545.77 |
17360(18) | 0017 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0011 | $-24,976.91 |
17360(18) | 0060 | Stockpiled Material Adjustment | 0006 | $-10,455.98 | |
17360(18) | 0060 | Stockpiled Material Closure | 0008 | $-15,999.14 | |
17360(18) | 0060 | Stockpiled Material Adjustment | 0005 | $-9,284.40 | |
17360(18) | 0060 | Stockpiled Material Adjustment | 0003 | $-9,927.60 | |
17360(18) | 0060 | Stockpiled Material Adjustment | 0004 | $-3,970.76 | |
17360(18) | 0060 | Stockpiled Material Initial Payment | 0001 | $49,637.88 | |
17360(18) | 0064 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-57,001.14 |
17360(18) | 0064 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $57,001.14 | Subtotals For Stockpile Payments | $18,461.38 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
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 |
17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0012 | 3,936.84 | $4.05 | $15,968.41 |
17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 3,750.32 | $4.05 | $15,211.86 |
17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 5,545.62 | $4.05 | $22,493.87 |
17360(18) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 157.12 | $4.05 | $637.30 |
17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 4,492.25 | $4.05 | $18,221.24 |
17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 7,921.67 | $4.05 | $32,131.48 |
17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 13,172.99 | $4.05 | $53,431.62 |
17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 10,506.04 | $4.05 | $42,614.07 |
17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 7,219.57 | $4.05 | $29,283.66 |
17360(18) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,128.98 | $4.05 | $4,579.31 |
17360(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 3,998.46 | $4.63 | $18,535.26 |
17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 348.04 | $4.63 | $1,613.37 |
17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 363.04 | $4.63 | $1,682.91 |
17360(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 2,551.65 | $4.63 | $11,828.43 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $-621.73 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0004 | 0.00 | $0.00 | $-1,296.43 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0005 | 0.00 | $0.00 | $-1,677.00 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0006 | 0.00 | $0.00 | $-975.00 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-952.41 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $-789.75 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $952.41 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $789.75 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $975.00 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $1,677.00 |
17360(18) | 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $621.73 | Subtotals For Line Item Adjustments | $266,936.36 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100528 | Estimate Number: | 0017 | Primary JP: | 17360(18) | |||
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-147N(075)IP | Project: 17360(18) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.050 | 0.950 | $95,000.00 | $4,750.00 | $90,250.00 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 153,933.000 | 153,933.000 | 6,157.000 | 144,697.000 | $3.41 | $20,995.37 | $493,416.77 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 5,861.000 | 5,861.000 | 0.000 | 4,484.080 | $5.05 | $0.00 | $22,644.58 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.050 | 0.900 | $153,800.00 | $7,690.00 | $138,420.00 |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 10,150.000 | 10,150.000 | 7,286.000 | $1.37 | $0.00 | $9,981.82 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 3,626.000 | 3,626.000 | 1,323.000 | $6.10 | $0.00 | $8,070.30 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 348,470.000 | 348,470.000 | 38,853.770 | 38,853.770 | $1.35 | $52,452.59 | $52,452.59 |
0008 | WATERING | 230(F) 2812 | MGAL | 13,939.000 | 13,939.000 | 246.300 | 246.300 | $5.00 | $1,231.50 | $1,231.50 |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 20.000 | 20.000 | 0.000 | $203.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 20.000 | 20.000 | 34.690 | $203.00 | $0.00 | $7,042.07 | |
0011 | MOWING | 241 2832 | AC | 72.000 | 72.000 | 0.000 | $50.75 | $0.00 | $0.00 | |
0012 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 95,425.000 | 95,425.000 | 0.000 | 86,050.000 | $1.52 | $0.00 | $130,796.00 |
0013 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 3,151.000 | 3,151.000 | 25.440 | 717.240 | $30.50 | $775.92 | $21,875.83 |
0014 | TACK COAT | 407 0250 | GAL | 27,257.000 | 27,257.000 | 29,565.000 | $2.75 | $0.00 | $81,303.75 | |
0015 | PRIME COAT | 408 5774 | GAL | 20,523.000 | 20,523.000 | 0.000 | 23,863.000 | $5.00 | $0.00 | $119,315.00 |
0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 15,086.000 | 15,086.000 | 0.000 | 13,389.900 | $58.00 | $0.00 | $776,614.20 |
0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 49,096.000 | 49,096.000 | 0.000 | 45,620.770 | $51.00 | $0.00 | $2,326,659.27 |
0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 10,812.000 | 10,812.000 | 0.000 | 3,998.460 | $71.00 | $0.00 | $283,890.66 |
0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 7,585.000 | 7,585.000 | 0.000 | 3,872.240 | $63.00 | $0.00 | $243,951.12 |
0020 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 69,303.000 | 69,303.000 | 0.000 | $0.20 | $0.00 | $0.00 | |
0021 | COLD MILLING PAVEMENT | 417 5267 | SY | 84,542.000 | 84,542.000 | 7,237.000 | $1.27 | $0.00 | $9,190.99 | |
0022 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 89,894.000 | 89,894.000 | 0.000 | 27,199.000 | $1.10 | $0.00 | $29,918.90 |
0023 | BITUMINOUS BINDER | 420(B) 4268 | GAL | 3,078.000 | 3,078.000 | 0.000 | $4.30 | $0.00 | $0.00 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 506.000 | 506.000 | 479.600 | $10.55 | $0.00 | $5,059.79 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 306.000 | 306.000 | 343.610 | $421.75 | $0.00 | $144,917.51 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 597.000 | 597.000 | 623.600 | $436.55 | $0.00 | $272,232.59 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 1,725.000 | 1,725.000 | 396.600 | 975.820 | $210.55 | $83,504.13 | $205,458.90 |
0028 | REINFORCING STEEL | 511(A) 0332 | LB | 129,713.000 | 129,713.000 | 0.000 | 137,488.000 | $0.70 | $0.00 | $96,241.60 |
0029 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 10.000 | 10.000 | 0.000 | $825.00 | $0.00 | $0.00 | |
0030 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1,353.000 | 1,353.000 | 485.450 | $43.65 | $0.00 | $21,189.89 | |
0031 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 0.850 | 0.850 | $2,030.00 | $1,725.50 | $1,725.50 |
0032 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 72.000 | 72.000 | 0.000 | 72.000 | $28.00 | $0.00 | $2,016.00 |
0033 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 208.000 | 208.000 | 0.000 | 218.000 | $27.60 | $0.00 | $6,016.80 |
0034 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 152.000 | 152.000 | 0.000 | 152.000 | $56.00 | $0.00 | $8,512.00 |
0035 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 30.000 | 30.000 | 24.000 | $1,170.00 | $0.00 | $28,080.00 | |
0036 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 8.000 | 8.000 | 8.000 | $1,320.00 | $0.00 | $10,560.00 | |
0037 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 2.000 | 2.000 | 2.000 | $2,030.00 | $0.00 | $4,060.00 | |
0038 | TYPE E6 CULVERT END TREATMENT | 613(CC) 7200 | EA | 2.000 | 2.000 | 2.000 | $2,540.00 | $0.00 | $5,080.00 | |
0039 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 1,161.000 | 1,161.000 | 1,214.000 | $24.40 | $0.00 | $29,621.60 | |
0040 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 280.000 | 280.000 | 200.000 | $28.90 | $0.00 | $5,780.00 | |
0041 | 42" CORR. GALV. STEEL PIPE | 613(D) 0693 | LF | 204.000 | 204.000 | 204.000 | $49.25 | $0.00 | $10,047.00 | |
0042 | 48" CORR. GALV. STEEL PIPE | 613(D) 0694 | LF | 83.000 | 83.000 | 83.000 | $69.00 | $0.00 | $5,727.00 | |
0043 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 3.000 | 3.000 | 3.000 | $483.65 | $0.00 | $1,450.95 | |
0044 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 6.000 | 6.000 | 6.000 | $700.00 | $0.00 | $4,200.00 | |
0045 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 6.000 | 6.000 | 6.000 | $867.40 | $0.00 | $5,204.40 | |
0046 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 3,000.000 | 3,000.000 | 0.000 | $10.15 | $0.00 | $0.00 | |
0047 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 200.000 | 200.000 | 0.000 | $8.10 | $0.00 | $0.00 | |
0048 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 900.000 | 900.000 | 0.000 | $50.60 | $0.00 | $0.00 | |
0049 | TRENCH EXCAVATION | 613(S) 1180 | CY | 207.000 | 207.000 | 209.100 | $8.10 | $0.00 | $1,693.71 | |
0050 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 191.000 | 191.000 | 156.900 | $25.40 | $0.00 | $3,985.26 | |
0051 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.850 | $80,000.00 | $0.00 | $68,000.00 | |
0052 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 100.000 | 100.000 | 0.000 | $15.80 | $0.00 | $0.00 | |
0053 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 42,635.000 | 42,635.000 | 34,285.000 | $1.52 | $0.00 | $52,113.20 | |
0054 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 552.000 | 552.000 | 0.000 | $3.05 | $0.00 | $0.00 | |
0055 | SAWING PAVEMENT | 619(C) 0924 | LF | 57,532.000 | 57,532.000 | 25,748.000 | $2.90 | $0.00 | $74,669.20 | |
0056 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,125.000 | 1,125.000 | 950.000 | $14.50 | $0.00 | $13,775.00 | |
0057 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,200.00 | $0.00 | $4,800.00 | |
0058 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,055.00 | $0.00 | $8,220.00 | |
0059 | GATES-STYLE WWF (4.5'HIGH X 14'LONG) | 624(B) 4464 | EA | 27.000 | 27.000 | 29.000 | $660.00 | $0.00 | $19,140.00 | |
0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 41,517.000 | 41,517.000 | 0.000 | 38,855.000 | $3.25 | $0.00 | $126,278.75 |
0061 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 4.000 | 4.000 | 0.000 | $406.00 | $0.00 | $0.00 | |
8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 0.470 | 0.800 | $7,000.00 | $3,290.00 | $5,600.00 |
Subtotals For Category 0100/ROADWAY | $176,415.01 | $6,098,482.00 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0200/BRIDGE 'A' | ||||||||
0062 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $14.20 | $0.00 | $1,278.00 | |
0063 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 0.000 | 180.000 | $116.75 | $0.00 | $21,015.00 |
0064 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 399.000 | 399.000 | 0.000 | 399.000 | $229.72 | $0.00 | $91,658.28 |
0065 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $141.35 | $0.00 | $31,775.48 | |
0066 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 297.000 | 297.000 | 0.000 | 297.000 | $60.90 | $0.00 | $18,087.30 |
0067 | STRUCTURAL STEEL | 506(A) 1322 | LB | 150.000 | 150.000 | 0.000 | 150.000 | $3.15 | $0.00 | $472.50 |
0068 | CLASS AA CONCRETE | 509(A) 1326 | CY | 158.600 | 158.600 | 158.600 | $487.20 | $0.00 | $77,269.92 | |
0069 | CLASS A CONCRETE | 509(B) 1328 | CY | 59.600 | 59.600 | 59.600 | $487.20 | $0.00 | $29,037.12 | |
0070 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 37,340.000 | 37,340.000 | 37,340.000 | $1.00 | $0.00 | $37,340.00 | |
0071 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 420.000 | 420.000 | 391.840 | $28.90 | $0.00 | $11,324.18 | |
0072 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 420.000 | 420.000 | 0.000 | 387.750 | $15.20 | $0.00 | $5,893.80 |
0073 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 461.000 | 461.000 | 0.000 | 461.000 | $5.10 | $0.00 | $2,351.10 |
0074 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $791.70 | $0.00 | $6,333.60 |
0075 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 1,156.000 | 1,156.000 | 1,040.680 | $48.00 | $0.00 | $49,952.64 | |
0076 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 234.000 | 234.000 | 204.660 | $42.55 | $0.00 | $8,708.29 | |
0077 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | 84.000 | $25.40 | $0.00 | $2,133.60 |
0078 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 42.000 | 42.000 | 0.000 | 36.000 | $25.40 | $0.00 | $914.40 |
0079 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $28,420.00 | $0.00 | $28,420.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $423,965.21 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0210/BRIDGE 'B' | ||||||||
0080 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,380.000 | 1,380.000 | 0.000 | 1,380.000 | $5.30 | $0.00 | $7,314.00 |
0081 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 131.300 | 131.300 | 131.300 | $13.70 | $0.00 | $1,798.81 | |
0082 | CLASS AA CONCRETE | 509(A) 1326 | CY | 310.400 | 310.400 | 310.400 | $381.80 | $0.00 | $118,510.72 | |
0083 | REINFORCING STEEL | 511(A) 1332 | LB | 47,450.000 | 47,450.000 | 47,450.000 | $0.75 | $0.00 | $35,587.50 | |
0084 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $34,300.00 | $1,715.00 | $34,300.00 |
Subtotals For Category 0210/BRIDGE 'B' | $1,715.00 | $197,511.03 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0220/BRIDGE 'C' | ||||||||
0085 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,100.000 | 1,100.000 | 0.000 | 1,100.000 | $6.10 | $0.00 | $6,710.00 |
0086 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 91.600 | 91.600 | 91.600 | $15.10 | $0.00 | $1,383.16 | |
0087 | CLASS AA CONCRETE | 509(A) 1326 | CY | 228.400 | 228.400 | 228.400 | $401.90 | $0.00 | $91,793.97 | |
0088 | REINFORCING STEEL | 511(A) 1332 | LB | 33,420.000 | 33,420.000 | 33,420.000 | $0.76 | $0.00 | $25,399.20 | |
0089 | (PL)REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $31,800.00 | $0.00 | $31,800.00 | |
Subtotals For Category 0220/BRIDGE 'C' | $0.00 | $157,086.33 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0230/BRIDGE 'D' | ||||||||
0090 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.800 | $12,200.00 | $0.00 | $9,760.00 | |
Subtotals For Category 0230/BRIDGE 'D' | $0.00 | $9,760.00 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0240/BRIDGE 'E' | ||||||||
0091 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.800 | $19,300.00 | $0.00 | $15,440.00 | |
Subtotals For Category 0240/BRIDGE 'E' | $0.00 | $15,440.00 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0250/BRIDGE 'F' | ||||||||
0092 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.800 | $12,200.00 | $0.00 | $9,760.00 | |
Subtotals For Category 0250/BRIDGE 'F' | $0.00 | $9,760.00 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0260/BRIDGE 'G' | ||||||||
0093 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.800 | $12,200.00 | $0.00 | $9,760.00 | |
Subtotals For Category 0260/BRIDGE 'G' | $0.00 | $9,760.00 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0300/TRAFFIC | ||||||||
0094 | RELOCATION OF PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(G) 4316 | LF | 4,000.000 | 4,000.000 | 425.000 | $6.90 | $0.00 | $2,932.50 | |
0095 | DELIVER PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(H) 5856 | LF | 1,000.000 | 1,000.000 | 1,050.000 | $29.85 | $0.00 | $31,342.50 | |
0096 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 50.000 | 50.000 | 0.000 | $15.25 | $0.00 | $0.00 | |
0097 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 165.000 | 165.000 | 0.000 | $10.15 | $0.00 | $0.00 | |
0098 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 58.000 | 58.000 | 0.000 | $17.75 | $0.00 | $0.00 | |
0099 | DELINEATORS(TYPE 2, CODE 3) | 853 9039 | EA | 120.000 | 120.000 | 0.000 | $17.75 | $0.00 | $0.00 | |
0100 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 112,552.000 | 112,552.000 | 0.000 | $0.39 | $0.00 | $0.00 | |
0101 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 10,740.000 | 10,740.000 | 46,688.000 | $0.25 | $0.00 | $11,672.00 | |
0102 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 153,600.000 | 153,600.000 | 1,004.000 | $0.41 | $0.00 | $411.64 | |
0103 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,240.000 | 2,240.000 | 0.000 | $0.41 | $0.00 | $0.00 | |
0104 | (PL)CONSTRUCTION ZONE QUADGUARD IMPACT ATTENUATOR | 871 8709 | SD | 260.000 | 260.000 | 82.000 | $35.55 | $0.00 | $2,915.10 | |
0105 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 13,670.000 | 13,670.000 | 105.000 | 1,785.000 | $0.60 | $63.00 | $1,071.00 |
0106 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 5,940.000 | 5,940.000 | 270.000 | 4,759.000 | $2.00 | $540.00 | $9,518.00 |
0107 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 11,480.000 | 11,480.000 | 60.000 | 1,224.000 | $0.50 | $30.00 | $612.00 |
0108 | WING BARRICADES | 880(C) 8848 | SD | 1,240.000 | 1,240.000 | 60.000 | 996.000 | $1.05 | $63.00 | $1,045.80 |
0109 | VERTICAL PANELS | 880(D) 8854 | SD | 157,200.000 | 157,200.000 | 555.000 | 19,796.000 | $0.06 | $33.30 | $1,187.76 |
0110 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 41,020.000 | 41,020.000 | 225.000 | 6,585.000 | $0.15 | $33.75 | $987.75 |
0111 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 218,060.000 | 218,060.000 | 540.000 | 13,407.000 | $0.07 | $37.80 | $938.49 |
0112 | DRUMS | 880(F) 8878 | SD | 60,860.000 | 60,860.000 | 435.000 | 4,011.000 | $0.15 | $65.25 | $601.65 |
8001 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 0.000 | 20,000.000 | 360.000 | 6,925.000 | $0.29 | $104.40 | $2,008.25 |
8003 | PERMANENT BARRICADE UNIT | 880(C) M8850 | EA | 0.000 | 8.000 | 8.000 | $1,104.00 | $0.00 | $8,832.00 | |
Subtotals For Category 0300/TRAFFIC | $970.50 | $76,076.44 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0600/STAKING | ||||||||
0113 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $75,000.00 | $0.00 | $71,250.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $71,250.00 | ||||||||
Fed/State Project Number: NHY-147N(075)IP | Project: 17360(18) | Category: 0640/CONSTRUCTION | ||||||||
0114 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $35,000.00 | $0.00 | $26,250.00 | |
0115 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0116 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $300,000.00 | $0.00 | $300,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $336,250.00 | ||||||||
Subtotals For Project NHY-147N(075)IP /17360(18) | $179,100.51 | $7,405,341.01 |