Contract ID: | 180048 | Estimate Number: | 0019 | Contract No: | 400242 | |||
Residency: | ENID (04300) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | NHPP-237N(041)SS | ||||||||||||
Primary Job Piece No: | 29842(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-81: OVER KINGFISHER CREEK, 0.7 MILES NORTH OF THE SH-3 INTERSECTION IN KINGFISHER. PROJECT LENGTH = 0.146 MILE | ||||||||||||
Primary County: | KINGFISHER | ||||||||||||
Name of Road: | US-81 | ||||||||||||
Prime Contractor: | FRONTIER BRIDGE, INC. | ||||||||||||
7820 N.W. EXPRESSWAY | |||||||||||||
OKARCHE , OK 73762 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 01/18/2018 | NTP Effective Date: | 09/04/2018 | Pay Period: | 02/01/2019 TO 02/28/2019 |
Date Awarded: | 02/12/2018 | Date Work Began: | 05/08/2018 | Original Contract Time: | 365 |
Date Contract Executed: | 02/27/2018 | Date Time Stopped: | Current Time Charged: | 264.00 | |
Date NTP Issued: | 03/02/2018 | Completion Date: | Current Time Allowed: | 365.00 | |
General Liability Expires: | 09/01/2019 | Workman's Comp Expires: | 09/01/2019 | Percent Time Used: | 72.33 % |
Specification Year: | 2009 | Date Approved: | 03/06/2019 | ||
Bid Amount: | $3,481,003.40 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $3,496,690.91 | Participating: | $2,880,952.57 | $2,677,853.58 | $203,098.99 | ||
Percent Complete: | 83.25 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $585,652.30 | Total Earnings: | $2,880,952.57 | $2,677,853.58 | $203,098.99 | ||
Stockpiled Materials: | $48,841.60 | $93,728.67 | $-44,887.07 | ||||
Gross Earnings: | $2,929,794.17 | $2,771,582.25 | $158,211.92 | ||||
Other Adjustments: | $-18,755.56 | $-18,755.56 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,911,038.61 | $2,752,826.69 | $158,211.92 |
Contract ID: | 180048 | Estimate Number: | 0019 | Primary JP: | 29842(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Order for Pay Plan Items to Measured | Approved | 05/29/2018 | 0.0 | $0.00 |
002 | Change Order for S3 in lieu of Cement Treated Base | Approved | 11/14/2018 | 0.0 | $0.86 |
003 | Change Order for Removal of Obstructions | Approved | 12/28/2018 | 0.0 | $15,686.65 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
29842(04) | 0063 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0017 | $-219,989.03 |
29842(04) | 0063 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0007 | $219,989.03 |
29842(04) | 0064 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0009 | $9,298.72 |
29842(04) | 0067 | REBAR-GR60 EPOXY CTD | Stockpiled Material Initial Payment | 0009 | $3,996.36 |
29842(04) | 0067 | REBAR-GR60 EPOXY CTD | Stockpiled Material Adjustment | 0010 | $-3,996.36 |
29842(04) | 0070 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0006 | $-13,180.96 |
29842(04) | 0070 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $26,361.92 |
29842(04) | 0071 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0005 | $-13,180.96 |
29842(04) | 0071 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0003 | $52,723.84 |
29842(04) | 0071 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0006 | $-13,180.96 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-6,328.54 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-7,323.25 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-6,454.06 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $37,038.00 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0008 | $-16,932.15 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0019 | $-44,887.07 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-7,856.93 |
29842(04) | 0076 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0009 | $52,744.00 |
29842(04) | 0077 | PILES (HP 10X42) | Stockpiled Material Adjustment | 0004 | $-4,186.60 |
29842(04) | 0077 | PILES (HP 10X42) | Stockpiled Material Initial Payment | 0001 | $8,373.20 |
29842(04) | 0077 | PILES (HP 10X42) | Stockpiled Material Adjustment | 0014 | $-1,903.00 |
29842(04) | 0077 | PILES (HP 10X42) | Stockpiled Material Adjustment | 0015 | $-2,283.60 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Closure | 0002 | $-13,365.00 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Initial Payment | 0001 | $13,365.00 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Closure | 0002 | $-21,384.00 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Initial Payment | 0001 | $21,384.00 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Closure | 0002 | $-20,898.00 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Initial Payment | 0001 | $20,898.00 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Adjustment | 0004 | $-27,823.50 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Adjustment | 0015 | $-17,921.25 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Adjustment | 0014 | $-9,902.25 |
29842(04) | 0078 | PILES (HP 12X53) | Stockpiled Material Initial Payment | 0002 | $55,647.00 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0003 | $-3,225.06 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-12,058.92 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-8,833.86 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $24,117.84 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0003 | $-2,363.02 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-5,547.96 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $14,383.60 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-6,472.62 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0004 | $11,067.72 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-4,679.64 |
29842(04) | 0083 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0014 | $-6,388.08 | Subtotals For Stockpile Payments | $48,841.60 |
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 |
29842(04) | 0012 | SEPARATOR FABRIC | * Missing Material Certification | 0009 | -1,568.94 | $4.10 | $-6,432.65 |
29842(04) | 0012 | SEPARATOR FABRIC | * Missing Material Certification | 0012 | -449.90 | $4.10 | $-1,844.59 |
29842(04) | 0012 | SEPARATOR FABRIC | * Missing Material Certification | 0014 | 449.90 | $4.10 | $1,844.59 |
29842(04) | 0012 | SEPARATOR FABRIC | * Missing Material Certification | 0014 | 1,568.94 | $4.10 | $6,432.65 |
29842(04) | 0013 | PRIME COAT | * Missing Material Certification | 0012 | -225.00 | $12.63 | $-2,841.75 |
29842(04) | 0013 | PRIME COAT | * Missing Material Certification | 0014 | 225.00 | $12.63 | $2,841.75 |
29842(04) | 0014 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 288.42 | $6.64 | $1,915.47 |
29842(04) | 0014 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | -288.42 | $7.06 | $-2,036.61 |
29842(04) | 0022 | TACTILE WARNING DEVICE-NEW | * Missing Material Certification | 0012 | -10.00 | $34.52 | $-345.20 |
29842(04) | 0022 | TACTILE WARNING DEVICE-NEW | * Missing Material Certification | 0014 | 10.00 | $34.52 | $345.20 |
29842(04) | 0023 | INLET CI DES. 2 (B-D) | * Missing Material Certification | 0012 | -2.00 | $3,333.00 | $-6,666.00 |
29842(04) | 0026 | EDGE DRAIN CONDUIT-PERFORATED | * Missing Material Certification | 0009 | -275.00 | $12.49 | $-3,434.75 |
29842(04) | 0026 | EDGE DRAIN CONDUIT-PERFORATED | * Missing Material Certification | 0012 | -67.00 | $12.49 | $-836.83 |
29842(04) | 0026 | EDGE DRAIN CONDUIT-PERFORATED | * Missing Material Certification | 0014 | 275.00 | $12.49 | $3,434.75 |
29842(04) | 0026 | EDGE DRAIN CONDUIT-PERFORATED | * Missing Material Certification | 0014 | 67.00 | $12.49 | $836.83 |
29842(04) | 0027 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | * Missing Material Certification | 0012 | -25.00 | $11.94 | $-298.50 |
29842(04) | 0037 | BEAM GUARDRAIL W-BEAM SINGLE | * Missing Material Certification | 0012 | -37.50 | $17.12 | $-642.00 |
29842(04) | 0037 | BEAM GUARDRAIL W-BEAM SINGLE | * Missing Material Certification | 0014 | 37.50 | $17.12 | $642.00 |
29842(04) | 0038 | GUARDRAIL END TREATMENT (31") | * Missing Material Certification | 0012 | -2.00 | $2,216.95 | $-4,433.90 |
29842(04) | 0038 | GUARDRAIL END TREATMENT (31") | * Missing Material Certification | 0014 | 2.00 | $2,216.95 | $4,433.90 |
29842(04) | 0039 | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | * Missing Material Certification | 0012 | -2.00 | $1,667.50 | $-3,335.00 |
29842(04) | 0039 | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | * Missing Material Certification | 0014 | 2.00 | $1,667.50 | $3,335.00 |
29842(04) | 0040 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | * Missing Material Certification | 0012 | -4.00 | $15.15 | $-60.60 |
29842(04) | 0040 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | * Missing Material Certification | 0014 | 4.00 | $15.15 | $60.60 |
29842(04) | 0072 | SPECIAL CONCRETE FINISH | * Missing Material Certification | 0015 | -122.00 | $103.07 | $-12,574.54 |
29842(04) | 0075 | REINFORCING STEEL | * Missing Material Certification | 0004 | -1,548.00 | $0.89 | $-1,377.72 |
29842(04) | 0075 | REINFORCING STEEL | * Missing Material Certification | 0009 | 1,548.00 | $0.89 | $1,377.72 |
29842(04) | 0083 | DRILLED SHAFTS 72" DIAMETER | * CONCRETE DEDUCTION AS PER SPEC 509 | 0007 | 1.00 | $-1,821.80 | $-1,821.80 |
29842(04) | 0088 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0006 | -93.81 | $34.24 | $-3,212.05 |
29842(04) | 0088 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0012 | -115.09 | $34.24 | $-3,940.68 |
29842(04) | 0088 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0015 | 115.09 | $34.24 | $3,940.68 |
29842(04) | 0088 | TYPE I-A FILTER BLANKET | * Missing Material Certification | 0015 | 93.81 | $34.24 | $3,212.05 |
29842(04) | 0089 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Missing Material Certification | 0006 | -78.00 | $22.15 | $-1,727.70 |
29842(04) | 0089 | 6" PERFORATED PIPE UNDERDRAIN ROUND | * Missing Material Certification | 0008 | 78.00 | $22.15 | $1,727.70 |
29842(04) | 8000 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 386.11 | $7.06 | $2,726.42 | Subtotals For Line Item Adjustments | $-18,755.56 | * = User applied Line Item Adjustments |
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: | 180048 | Estimate Number: | 0019 | Primary JP: | 29842(04) | |||
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: NHPP-237N(041)SS | Project: 29842(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,317.75 | $0.00 | $4,317.75 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,435.000 | 1,435.000 | 504.050 | $11.51 | $0.00 | $5,801.62 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 2,406.000 | 2,406.000 | 1,785.000 | $15.15 | $0.00 | $27,042.75 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $2,014.95 | $0.00 | $1,007.48 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,599.000 | 1,599.000 | 1,131.000 | $1.87 | $0.00 | $2,114.97 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 133.000 | 133.000 | 0.000 | $8.59 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,970.000 | 1,970.000 | 0.000 | $3.69 | $0.00 | $0.00 | |
0008 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.000 | 1.000 | 0.450 | $454.50 | $0.00 | $204.53 | |
0009 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 885.000 | 885.000 | 672.180 | $51.81 | $0.00 | $34,825.65 | |
0010 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 3,697.000 | 3,697.000 | 1,358.520 | $1.31 | $0.00 | $1,779.66 | |
0011 | CEMENT TREATED BASE | 317 4270 | SY | 3,209.000 | 0.000 | 0.000 | $19.62 | $0.00 | $0.00 | |
0012 | SEPARATOR FABRIC | 325 5271 | SY | 4,068.000 | 4,068.000 | 2,018.840 | $4.10 | $0.00 | $8,277.24 | |
0013 | PRIME COAT | 408 5774 | GAL | 2,213.000 | 2,213.000 | 225.000 | $12.63 | $0.00 | $2,841.75 | |
0014 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 56.000 | 56.000 | 0.000 | $307.04 | $0.00 | $0.00 | |
0015 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 28.000 | 28.000 | 0.000 | $391.88 | $0.00 | $0.00 | |
0016 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 2,935.000 | 2,935.000 | 1,545.920 | $35.96 | $0.00 | $55,591.28 | |
0017 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 375.000 | 375.000 | 427.110 | $35.35 | $0.00 | $15,098.34 | |
0018 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 817.000 | 817.000 | 476.480 | $130.38 | $0.00 | $62,123.47 | |
0019 | DOWEL BAR RETROFIT | 416 0100 | EA | 590.000 | 590.000 | 630.000 | $20.66 | $0.00 | $13,015.80 | |
0020 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 723.000 | 723.000 | 382.500 | $22.40 | $0.00 | $8,568.00 | |
0021 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 424.000 | 424.000 | 280.600 | $51.42 | $0.00 | $14,428.45 | |
0022 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 60.000 | 60.000 | 10.000 | $34.52 | $0.00 | $345.20 | |
0023 | INLET CI DES. 2 (B-D) | 611(G) 5118 | EA | 4.000 | 4.000 | 0.000 | 2.000 | $3,333.00 | $0.00 | $6,666.00 |
0024 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 72.000 | 72.000 | 28.000 | $68.98 | $0.00 | $1,931.44 | |
0025 | 42" CORR. GALV. STEEL PIPE | 613(B) 0693 | LF | 36.000 | 36.000 | 0.000 | $53.01 | $0.00 | $0.00 | |
0026 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 723.000 | 723.000 | 342.000 | $12.49 | $0.00 | $4,271.58 | |
0027 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 72.000 | 72.000 | 25.000 | $11.94 | $0.00 | $298.50 | |
0028 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 4.000 | 4.000 | 2.000 | $695.41 | $0.00 | $1,390.82 | |
0029 | 42" GALV. STEEL CULVERT END SECTION ROUND | 613(P) 0764 | EA | 1.000 | 1.000 | 0.000 | $1,054.04 | $0.00 | $0.00 | |
0030 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 4.000 | 4.000 | 0.000 | $707.00 | $0.00 | $0.00 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $4,125.85 | $0.00 | $0.00 | |
0032 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,253.000 | 3,253.000 | 824.440 | 2,283.870 | $3.35 | $2,761.87 | $7,650.97 |
0033 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 167.000 | 167.000 | 167.000 | $3.35 | $0.00 | $559.45 | |
0034 | REMOVAL OF CURB | 619(B) 4791 | LF | 183.000 | 183.000 | 191.000 | $8.64 | $0.00 | $1,650.24 | |
0035 | REMOVAL OF PAVING BRICK ROADWAY | 619(B) 6118 | SY | 245.000 | 245.000 | 1,371.790 | $10.56 | $0.00 | $14,486.11 | |
0036 | REMOVAL OF 4" CONCRETE DIVIDING STRIP | 619(B) 6130 | SY | 234.000 | 234.000 | 259.550 | $10.56 | $0.00 | $2,740.85 | |
0037 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 113.000 | 113.000 | 37.500 | $17.12 | $0.00 | $642.00 | |
0038 | GUARDRAIL END TREATMENT (31") | 623(G) 8590 | EA | 4.000 | 4.000 | 2.000 | $2,216.95 | $0.00 | $4,433.90 | |
0039 | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | 623(I) 8700 | EA | 4.000 | 4.000 | 2.000 | $1,667.50 | $0.00 | $3,335.00 | |
0040 | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | 853 9069 | EA | 6.000 | 6.000 | 4.000 | $15.15 | $0.00 | $60.60 | |
8000 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 718.820 | 0.000 | 386.110 | $87.59 | $0.00 | $33,819.37 |
Subtotals For Category 0100/ROADWAY | $2,761.87 | $341,320.77 | ||||||||
Fed/State Project Number: NHPP-237N(041)SS | Project: 29842(04) | Category: 0300/TRAFFIC | ||||||||
0041 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 208.000 | 208.000 | 134.000 | $3.03 | $0.00 | $406.02 | |
0042 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 850.000 | 850.000 | 947.000 | $1.01 | $0.00 | $956.47 | |
0043 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 730.000 | 730.000 | 28.000 | 288.000 | $5.05 | $141.40 | $1,454.40 |
0044 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,100.000 | 1,100.000 | 877.600 | $12.00 | $0.00 | $10,531.20 | |
0045 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,100.000 | 1,100.000 | 1,040.000 | $4.04 | $0.00 | $4,201.60 | |
0046 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 730.000 | 730.000 | 56.000 | 594.000 | $1.01 | $56.56 | $599.94 |
0047 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,650.000 | 3,650.000 | 476.000 | 6,274.000 | $1.01 | $480.76 | $6,336.74 |
0048 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,745.000 | 4,745.000 | 392.000 | 5,419.000 | $0.51 | $199.92 | $2,763.69 |
0049 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,205.000 | 6,205.000 | 280.000 | 3,764.000 | $0.25 | $70.00 | $941.00 |
0050 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,190.000 | 2,190.000 | 56.000 | 2,252.000 | $1.01 | $56.56 | $2,274.52 |
0051 | WING BARRICADES | 880(C) 8848 | SD | 1,095.000 | 1,095.000 | 84.000 | 891.000 | $0.51 | $42.84 | $454.41 |
0052 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,380.000 | 4,380.000 | 812.000 | 7,969.000 | $2.02 | $1,640.24 | $16,097.38 |
0053 | DRUMS | 880(F) 8878 | SD | 63,936.000 | 63,936.000 | 1,456.000 | 18,942.000 | $0.05 | $72.80 | $947.10 |
0054 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 730.000 | 730.000 | 0.000 | $5.05 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $2,761.08 | $47,964.47 | ||||||||
Fed/State Project Number: NHPP-237N(041)SS | Project: 29842(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING | ||||||||
0055 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $25.25 | $0.00 | $25.25 | |
0056 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 85.000 | 85.000 | 0.000 | $16.16 | $0.00 | $0.00 | |
0057 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 123.000 | 123.000 | 0.000 | $8.08 | $0.00 | $0.00 | |
0058 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 8,481.000 | 8,481.000 | 0.000 | $0.66 | $0.00 | $0.00 | |
0059 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 564.000 | 564.000 | 0.000 | $2.02 | $0.00 | $0.00 | |
0060 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 201.000 | 201.000 | 0.000 | $10.10 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $0.00 | $25.25 | ||||||||
Fed/State Project Number: NHPP-237N(041)SS | Project: 29842(04) | Category: 0500/BRIDGE (NBI# 12848) | ||||||||
0061 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 294.600 | 294.600 | 294.600 | $15.75 | $0.00 | $4,639.96 | |
0062 | CLSM BACKFILL | 501(G) 6309 | CY | 517.000 | 517.000 | 517.000 | $102.32 | $0.00 | $52,899.44 | |
0063 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 2,632.200 | 2,632.200 | 2,632.200 | $240.74 | $0.00 | $633,675.83 | |
0064 | APPROACH SLAB | 504(A) 1304 | SY | 513.600 | 513.600 | 256.800 | $187.82 | $0.00 | $48,232.18 | |
0065 | SAW-CUT GROOVING | 504(B) 1305 | SY | 2,610.400 | 2,610.400 | 1,305.200 | $3.99 | $0.00 | $5,207.75 | |
0066 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 79.000 | 79.000 | 39.500 | $224.31 | $0.00 | $8,860.25 | |
0067 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 783.600 | 783.600 | 391.800 | $72.04 | $0.00 | $28,225.27 | |
0068 | RAPID CURE JOINT SEALANT | 504(G) 6390 | LF | 331.700 | 331.700 | 0.000 | $21.48 | $0.00 | $0.00 | |
0069 | STRUCTURAL STEEL | 506(A) 1322 | LB | 6,656.000 | 6,656.000 | 6,656.000 | $1.91 | $0.00 | $12,712.96 | |
0070 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 16.000 | 16.000 | 8.000 | $1,942.07 | $0.00 | $15,536.56 | |
0071 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 32.000 | 32.000 | 16.000 | $1,942.07 | $0.00 | $31,073.12 | |
0072 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 244.000 | 244.000 | 244.000 | $103.07 | $0.00 | $25,149.08 | |
0073 | CLASS AA CONCRETE | 509(A) 1326 | CY | 989.600 | 989.600 | 240.000 | 830.000 | $449.78 | $107,947.20 | $373,317.41 |
0074 | CLASS A CONCRETE | 509(B) 1328 | CY | 421.200 | 421.200 | 421.200 | $502.28 | $0.00 | $211,560.33 | |
0075 | REINFORCING STEEL | 511(A) 1332 | LB | 3,096.000 | 3,096.000 | 3,096.000 | $0.89 | $0.00 | $2,755.44 | |
0076 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 284,212.000 | 284,212.000 | 94,000.000 | 236,106.000 | $0.93 | $87,420.00 | $219,578.58 |
0077 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 442.000 | 442.000 | 440.000 | $27.56 | $0.00 | $12,126.40 | |
0078 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 2,290.000 | 2,290.000 | 2,290.000 | $33.12 | $0.00 | $75,844.80 | |
0079 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 442.000 | 442.000 | 418.420 | $16.80 | $0.00 | $7,029.45 | |
0080 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 2,290.000 | 2,290.000 | 2,176.900 | $15.75 | $0.00 | $34,286.18 | |
0081 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 1.000 | 1.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0082 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,812.000 | 2,812.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0083 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 344.000 | 344.000 | 2.570 | 346.570 | $859.47 | $2,208.84 | $297,866.52 |
0084 | CROSSHOLE SONIC LOGGING | 516(C) 6200 | EA | 2.000 | 2.000 | 2.000 | $2,677.50 | $0.00 | $5,355.00 | |
0085 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 234.000 | 234.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0086 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 0.000 | $210.00 | $0.00 | $0.00 | |
0087 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,669.000 | 2,669.000 | 1,547.650 | $45.15 | $0.00 | $69,876.39 | |
0088 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 423.000 | 423.000 | 302.310 | $34.24 | $0.00 | $10,351.09 | |
0089 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 156.000 | 156.000 | 117.000 | $22.15 | $0.00 | $2,591.55 | |
0090 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 120.000 | 120.000 | 35.000 | $17.47 | $0.00 | $611.45 | |
0091 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $94,500.00 | $0.00 | $94,500.00 | |
8001 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $6,834.52 | $0.00 | $6,834.52 | |
8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $8,852.13 | $0.00 | $8,852.13 | |
Subtotals For Category 0500/BRIDGE (NBI# 12848) | $197,576.04 | $2,299,549.64 | ||||||||
Fed/State Project Number: NHPP-237N(041)SS | Project: 29842(04) | Category: 0600/STAKING | ||||||||
0092 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $10,404.00 | $0.00 | $7,803.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $7,803.00 | ||||||||
Fed/State Project Number: NHPP-237N(041)SS | Project: 29842(04) | Category: 0640/CONSTRUCTION | ||||||||
0093 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $2,525.00 | $0.00 | $1,262.50 | |
0094 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $183,026.93 | $0.00 | $183,026.94 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $184,289.44 | ||||||||
Subtotals For Project NHPP-237N(041)SS /29842(04) | $203,098.99 | $2,880,952.57 |