| Contract ID: | 190312 | Estimate Number: | 0020 | Contract No: | K63200 | |||
| Residency: | YUKON RESIDENCY (04200) | Estimate Type: | Progressive | Account No: | 400400 | |||
| Project Number(s): | NHPP-209N(051)SS | ||||||||||||
| Primary Job Piece No: | 27004(04) | ||||||||||||
| Contract Description: | BRIDGE AND APPROACHES US-81 (I-40B): OVER THE UNION PACIFIC RAILROAD, 1.1 MILES NORTHWEST OF THE SH-66 JUNCTION IN EL RENO. PROJECT LENGTH = 0.452 MILE | ||||||||||||
| Primary County: | CANADIAN | ||||||||||||
| Name of Road: | US-81 (I-40B) | ||||||||||||
| Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | ||||||||||||
| 1640 S. 101ST. E AVENUE | |||||||||||||
| TULSA , OK 74128 | |||||||||||||
| Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
| Date Let: | 10/17/2019 | NTP Effective Date: | 02/03/2020 | Pay Period: | 12/01/2020 TO 12/15/2020 |
| Date Awarded: | 11/04/2019 | Date Work Began: | 02/10/2020 | Original Contract Time: | 450 |
| Date Contract Executed: | 11/15/2019 | Date Time Stopped: | Current Time Charged: | 238.00 | |
| Date NTP Issued: | 12/11/2019 | Completion Date: | Current Time Allowed: | 450.00 | |
| General Liability Expires: | 01/01/2021 | Workman's Comp Expires: | 01/01/2021 | Percent Time Used: | 52.89 % |
| Specification Year: | 2009 | Date Approved: | 12/18/2020 | ||
| Bid Amount: | $9,983,088.28 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $10,042,319.94 | Participating: | $5,696,762.51 | $5,079,368.41 | $617,394.10 | ||
| Percent Complete: | 57.98 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $4,219,711.46 | Total Earnings: | $5,696,762.51 | $5,079,368.41 | $617,394.10 | ||
| Stockpiled Materials: | $165,460.71 | $239,436.71 | $-73,976.00 | ||||
| Gross Earnings: | $5,862,223.22 | $5,318,805.12 | $543,418.10 | ||||
| Other Adjustments: | $-39,614.74 | $-39,614.74 | $0.00 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $5,822,608.48 | $5,279,190.38 | $543,418.10 | ||||
| Contract ID: | 190312 | Estimate Number: | 0020 | Primary JP: | 27004(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Addition of Barrier Wall and Extension of CGMP | Approved | 04/29/2020 | 0.0 | $18,668.85 |
| 002 | Adjustment of the signal at the intersection of US-81 & Elm | Approved | 06/08/2020 | 0.0 | $2,500.00 |
| 003 | Addition of clear & grub, barb. fence, & temp. light overrun | Approved | 10/21/2020 | 0.0 | $38,062.81 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Initial Payment | 0004 | $43,090.45 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Adjustment | 0019 | $-43,090.45 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Initial Payment | 0004 | $59,734.48 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Adjustment | 0019 | $-59,734.48 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Adjustment | 0019 | $-69,067.17 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Initial Payment | 0004 | $69,067.17 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Initial Payment | 0004 | $67,767.52 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Adjustment | 0019 | $-67,767.52 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Adjustment | 0019 | $-60,418.68 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Initial Payment | 0004 | $60,418.68 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Initial Payment | 0004 | $60,903.21 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Adjustment | 0019 | $-60,903.21 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Initial Payment | 0004 | $45,574.94 |
| 27004(04) | 0059 | Raw Steel | Stockpiled Material Adjustment | 0019 | $-45,574.94 |
| 27004(04) | 0059 | Fabricated Steel | Stockpiled Material Adjustment | 0019 | $-915,104.66 |
| 27004(04) | 0059 | Fabricated Steel | Stockpiled Material Initial Payment | 0011 | $915,104.66 |
| 27004(04) | 0061 | Fixed Bearing | Stockpiled Material Adjustment | 0020 | $-18,494.00 |
| 27004(04) | 0061 | Fixed Bearing | Stockpiled Material Initial Payment | 0010 | $18,494.00 |
| 27004(04) | 0062 | Expansion Bearing | Stockpiled Material Adjustment | 0020 | $-55,482.00 |
| 27004(04) | 0062 | Expansion Bearing | Stockpiled Material Initial Payment | 0010 | $55,482.00 |
| 27004(04) | 0065 | SIP - Metal Decking | Stockpiled Material Initial Payment | 0008 | $54,360.00 |
| 27004(04) | 0068 | Mechanical Splices | Stockpiled Material Adjustment | 0013 | $-6,960.00 |
| 27004(04) | 0068 | Mechanical Splices | Stockpiled Material Initial Payment | 0008 | $6,960.00 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Adjustment | 0011 | $-13,536.00 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Adjustment | 0013 | $-10,188.60 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Initial Payment | 0009 | $23,724.60 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Adjustment | 0013 | $-8,902.80 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Adjustment | 0011 | $-13,536.00 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Initial Payment | 0009 | $22,438.80 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Adjustment | 0011 | $-13,536.00 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Adjustment | 0013 | $-10,188.60 |
| 27004(04) | 0070 | Epoxy Reinforcing | Stockpiled Material Initial Payment | 0009 | $23,724.60 |
| 27004(04) | 0071 | Piles, furnished (10x42) | Stockpiled Material Adjustment | 0015 | $-7,282.29 |
| 27004(04) | 0071 | Piles, furnished (10x42) | Stockpiled Material Initial Payment | 0005 | $7,434.00 |
| 27004(04) | 0072 | Piles, furnished (12x53) | Stockpiled Material Initial Payment | 0005 | $42,714.00 |
| 27004(04) | 0072 | Piles, furnished (12x53) | Stockpiled Material Adjustment | 0015 | $-42,714.00 |
| 27004(04) | 0073 | Piles, furnished (12x84) | Stockpiled Material Adjustment | 0015 | $-11,000.00 |
| 27004(04) | 0073 | Piles, furnished (12x84) | Stockpiled Material Initial Payment | 0005 | $11,000.00 |
| 27004(04) | 0073 | Piles, furnished (12x84) | Stockpiled Material Initial Payment | 0005 | $6,850.00 |
| 27004(04) | 0073 | Piles, furnished (12x84) | Stockpiled Material Adjustment | 0015 | $-6,850.00 |
| 27004(04) | 0079 | Drilled Shaft Reinforcing | Stockpiled Material Adjustment | 0010 | $-4,202.88 |
| 27004(04) | 0079 | Drilled Shaft Reinforcing | Stockpiled Material Adjustment | 0011 | $-7,605.12 |
| 27004(04) | 0079 | Drilled Shaft Reinforcing | Stockpiled Material Initial Payment | 0008 | $11,808.00 |
| 27004(04) | 0127 | Decorative Pole & Mast | Stockpiled Material Initial Payment | 0019 | $75,094.00 |
| 27004(04) | 0128 | Breakaway Bases | Stockpiled Material Initial Payment | 0019 | $1,980.00 |
| 27004(04) | 0129 | Roadway Luminaires | Stockpiled Material Initial Payment | 0015 | $33,875.00 | Subtotals For Stockpile Payments | $165,460.71 |
| 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 |
| 27004(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 3,383.00 | $-0.09 | $-323.55 |
| 27004(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 561.00 | $-0.26 | $-146.22 |
| 27004(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | 986.00 | $-0.26 | $-256.99 |
| 27004(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 5,174.00 | $-0.31 | $-1,627.95 |
| 27004(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0002 | 9,600.00 | $-0.08 | $-802.94 |
| 27004(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0003 | 5,866.00 | $-0.09 | $-561.02 |
| 27004(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0004 | 18,896.00 | $-0.09 | $-1,807.21 |
| 27004(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 28,062.00 | $-0.26 | $-7,314.08 |
| 27004(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 28,836.00 | $-0.26 | $-7,515.82 |
| 27004(04) | 0004 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 43,761.00 | $-0.31 | $-13,768.96 |
| 27004(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,945.05 | $-2.02 | $-3,929.39 |
| 27004(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 675.94 | $-2.30 | $-1,560.61 |
| 27004(04) | 0034 | 24" CORR. GALV. STEEL PIPE | * Missing Material Certification | 0005 | -331.00 | $48.55 | $-16,070.05 |
| 27004(04) | 0034 | 24" CORR. GALV. STEEL PIPE | * Missing Material Certification | 0006 | 331.00 | $48.55 | $16,070.05 | Subtotals For Line Item Adjustments | $-39,614.74 | * = 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: | 190312 | Estimate Number: | 0020 | Primary JP: | 27004(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-209N(051)SS | Project: 27004(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.900 | $49,785.84 | $0.00 | $44,807.25 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 45,088.000 | 45,088.000 | 10,104.000 | $6.69 | $0.00 | $67,595.76 | |
| 0003 | MUCK EXCAVATION | 202(B) 0105 | CY | 14,080.000 | 14,080.000 | 15,145.000 | $12.15 | $0.00 | $184,011.75 | |
| 0004 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 149,213.000 | 149,213.000 | 135,021.000 | $6.69 | $0.00 | $903,290.49 | |
| 0005 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.500 | $41,037.07 | $0.00 | $20,518.54 | |
| 0006 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,600.000 | 3,600.000 | 4,139.000 | $3.58 | $0.00 | $14,817.62 | |
| 0007 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 8.000 | 8.000 | 0.000 | $149.89 | $0.00 | $0.00 | |
| 0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 100.000 | 100.000 | 0.000 | $9.00 | $0.00 | $0.00 | |
| 0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 51,711.000 | 51,711.000 | 26,046.810 | $2.14 | $0.00 | $55,740.17 | |
| 0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 26.600 | 26.600 | 6.270 | $612.38 | $0.00 | $3,839.62 | |
| 0011 | MOWING | 241 2832 | AC | 21.400 | 21.400 | 4.150 | $122.48 | $0.00 | $508.29 | |
| 0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,808.000 | 1,808.000 | 98.140 | 98.140 | $65.72 | $6,449.76 | $6,449.76 |
| 0013 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 14,962.000 | 14,962.000 | 6,470.000 | $5.74 | $0.00 | $37,137.80 | |
| 0014 | SEPARATOR FABRIC | 325 5271 | SY | 8,704.000 | 8,704.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,110.000 | 3,110.000 | 529.760 | $32.47 | $0.00 | $17,201.31 | |
| 0016 | FOG SEAL | 407(A) 4659 | GAL | 77.000 | 77.000 | 0.000 | $9.80 | $0.00 | $0.00 | |
| 0017 | TACK COAT | 407(B) 0250 | GAL | 2,838.000 | 2,838.000 | 660.000 | $4.71 | $0.00 | $3,108.60 | |
| 0018 | PRIME COAT | 408 5774 | GAL | 7,262.000 | 7,262.000 | 1,400.000 | $4.90 | $0.00 | $6,860.00 | |
| 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 1,139.000 | 1,139.000 | 0.000 | $124.32 | $0.00 | $0.00 | |
| 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 4,470.000 | 4,470.000 | 1,945.050 | $101.78 | $0.00 | $197,967.19 | |
| 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 1,214.000 | 1,214.000 | 0.000 | $132.27 | $0.00 | $0.00 | |
| 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 794.000 | 794.000 | 675.940 | $112.43 | $0.00 | $75,995.93 | |
| 0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 3,804.000 | 3,804.000 | 26.900 | $5.81 | $0.00 | $156.29 | |
| 0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $318.44 | $0.00 | $0.00 | |
| 0025 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 335.000 | 335.000 | 0.000 | $52.73 | $0.00 | $0.00 | |
| 0026 | 1'-8" COMB. CURB & GUTTER (8" BARRIER-NOTCHED) | 609(B) 0388 | LF | 1,409.000 | 1,409.000 | 0.000 | $20.73 | $0.00 | $0.00 | |
| 0027 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 3,372.000 | 3,372.000 | 0.000 | $23.89 | $0.00 | $0.00 | |
| 0028 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,120.000 | 2,120.000 | 0.000 | $34.03 | $0.00 | $0.00 | |
| 0029 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 64.000 | 64.000 | 0.000 | $17.26 | $0.00 | $0.00 | |
| 0030 | INLET CI DES. 2 (2D) | 611(G) 5119 | EA | 4.000 | 4.000 | 0.000 | $4,841.37 | $0.00 | $0.00 | |
| 0031 | INLET CI DES. 3 (B) | 611(G) 5121 | EA | 2.000 | 2.000 | 0.000 | $7,146.23 | $0.00 | $0.00 | |
| 0032 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 2.000 | 2.000 | 0.000 | $10,054.56 | $0.00 | $0.00 | |
| 0033 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 298.000 | 298.000 | 0.000 | $82.62 | $0.00 | $0.00 | |
| 0034 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 106.000 | 333.000 | 331.000 | $48.55 | $0.00 | $16,070.05 | |
| 0035 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 56.000 | 56.000 | 52.000 | $42.60 | $0.00 | $2,215.20 | |
| 0036 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 3,400.000 | 3,400.000 | 0.000 | $10.24 | $0.00 | $0.00 | |
| 0037 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 200.000 | 200.000 | 0.000 | $13.14 | $0.00 | $0.00 | |
| 0038 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 3.000 | 3.000 | 0.000 | $586.60 | $0.00 | $0.00 | |
| 0039 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 6.000 | 6.000 | 0.000 | $952.54 | $0.00 | $0.00 | |
| 0040 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 1,102.000 | 1,102.000 | 379.000 | $7.43 | $0.00 | $2,815.97 | |
| 0041 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 3,312.000 | 3,312.000 | 0.000 | $5.08 | $0.00 | $0.00 | |
| 0042 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,440.000 | 5,440.000 | 0.000 | $4.28 | $0.00 | $0.00 | |
| 0043 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 4.000 | 4.000 | 0.000 | $1,647.01 | $0.00 | $0.00 | |
| 0044 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 4,432.000 | 4,432.000 | 0.000 | $3.95 | $0.00 | $0.00 | |
| 0045 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 193.000 | 193.000 | 0.000 | $7.15 | $0.00 | $0.00 | |
| 0046 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 2,213.000 | 2,213.000 | 2,181.000 | $4.25 | $0.00 | $9,269.25 | |
| 0047 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,502.000 | 1,502.000 | 798.100 | $6.09 | $0.00 | $4,860.43 | |
| 0048 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 150.000 | 150.000 | 0.000 | $30.50 | $0.00 | $0.00 | |
| 0049 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 2,219.300 | 2,219.300 | 0.000 | $26.34 | $0.00 | $0.00 | |
| 0050 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,694.51 | $0.00 | $0.00 | |
| 8000 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 0.000 | 400.000 | 232.500 | $19.12 | $0.00 | $4,445.40 | |
| 8002 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $5,329.01 | $0.00 | $5,329.01 | |
| 8003 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 0.000 | 220.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $6,449.76 | $1,685,011.68 | ||||||||
| Fed/State Project Number: NHPP-209N(051)SS | Project: 27004(04) | Category: 0200/BRIDGE 'A' - NBI NO. 10566 | ||||||||
| 0051 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 529.000 | 529.000 | 0.000 | $18.13 | $0.00 | $0.00 | |
| 0052 | SELECT BACKFILL | 501(E) 6354 | CY | 99.000 | 99.000 | 0.000 | $85.23 | $0.00 | $0.00 | |
| 0053 | CLSM BACKFILL | 501(G) 6309 | CY | 660.000 | 660.000 | 0.000 | $212.58 | $0.00 | $0.00 | |
| 0054 | APPROACH SLAB | 504(A) 1304 | SY | 1,011.500 | 1,011.500 | 0.000 | $190.75 | $0.00 | $0.00 | |
| 0055 | SAW-CUT GROOVING | 504(B) 1305 | SY | 3,005.000 | 3,005.000 | 0.000 | $4.96 | $0.00 | $0.00 | |
| 0056 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 182.700 | 182.700 | 0.000 | $267.81 | $0.00 | $0.00 | |
| 0057 | CONCRETE PARAPET | 504(E) 1381 | LF | 1,039.500 | 1,039.500 | 0.000 | $100.36 | $0.00 | $0.00 | |
| 0058 | (PL)CONCRETE PARAPET (HANDRAIL TYPE) | 504(E) 6182 | LF | 1,039.500 | 1,039.500 | 0.000 | $200.09 | $0.00 | $0.00 | |
| 0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,242,640.000 | 1,242,640.000 | 319,960.000 | 1,242,640.000 | $1.58 | $505,536.80 | $1,963,371.20 |
| 0060 | STRUCTURAL STEEL A36 | 506(A) 6005 | LB | 180.000 | 180.000 | 0.000 | $7.42 | $0.00 | $0.00 | |
| 0061 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 7.000 | 7.000 | 7.000 | 7.000 | $2,936.58 | $20,556.06 | $20,556.06 |
| 0062 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 21.000 | 21.000 | 21.000 | 21.000 | $2,936.58 | $61,668.18 | $61,668.18 |
| 0063 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 418.000 | 418.000 | 418.000 | $137.69 | $0.00 | $57,554.42 | |
| 0064 | SPECIAL CONCRETE FINISH | 509 6153 | LSUM | 1.000 | 1.000 | 0.000 | $27,416.60 | $0.00 | $0.00 | |
| 0065 | CLASS AA CONCRETE | 509(A) 1326 | CY | 684.200 | 684.200 | 0.000 | $766.76 | $0.00 | $0.00 | |
| 0066 | CLASS A CONCRETE | 509(B) 1328 | CY | 680.200 | 680.200 | 0.000 | 634.100 | $675.61 | $0.00 | $428,404.31 |
| 0067 | (SP)GRAFFITI TREATMENT | 510(D) 0350 | SF | 13,978.000 | 13,978.000 | 0.000 | $1.96 | $0.00 | $0.00 | |
| 0068 | MECHANICAL SPLICES | 511 6306 | EA | 60.000 | 60.000 | 60.000 | $178.98 | $0.00 | $10,738.80 | |
| 0069 | REINFORCING STEEL | 511(A) 1332 | LB | 940.000 | 940.000 | 940.000 | $0.92 | $0.00 | $864.80 | |
| 0070 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 336,510.000 | 336,510.000 | 106,428.000 | $1.10 | $0.00 | $117,070.80 | |
| 0071 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 343.000 | 343.000 | 336.000 | $27.82 | $0.00 | $9,347.52 | |
| 0072 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,575.000 | 1,575.000 | 1,575.000 | $35.36 | $0.00 | $55,692.00 | |
| 0073 | PILES, FURNISHED (HP 12X74) | 514(A) 6013 | LF | 488.000 | 488.000 | 488.000 | $48.77 | $0.00 | $23,799.76 | |
| 0074 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 343.000 | 343.000 | 324.720 | $31.74 | $0.00 | $10,306.61 | |
| 0075 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,575.000 | 1,575.000 | 1,488.930 | $22.93 | $0.00 | $34,141.16 | |
| 0076 | PILES, DRIVEN (HP 12X74) | 514(B) 6295 | LF | 488.000 | 488.000 | 480.080 | $20.79 | $0.00 | $9,980.86 | |
| 0077 | PILE SPLICE, H-PILE (NON-BIDDABLE) | 514(L) 6220 | EA | 1.000 | 1.000 | 1.000 | $400.00 | $0.00 | $400.00 | |
| 0078 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,658.000 | 1,658.000 | 0.000 | $4.90 | $0.00 | $0.00 | |
| 0079 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 237.000 | 237.000 | 244.030 | $1,240.04 | $0.00 | $302,606.96 | |
| 0080 | CROSSHOLE SONIC LOGGING | 516(C) 6200 | EA | 2.000 | 2.000 | 2.000 | $1,898.40 | $0.00 | $3,796.80 | |
| 0081 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 376.000 | 376.000 | 0.000 | $4.90 | $0.00 | $0.00 | |
| 0082 | SEALER RESIN | 523(B) 6560 | GAL | 4.200 | 4.200 | 0.000 | $183.72 | $0.00 | $0.00 | |
| 0083 | (SP)AESTHETIC FORM LINERS (NON-BIDDABLE) | 535 6900 | LSUM | 1.000 | 1.000 | 0.000 | $2,500.00 | $0.00 | $0.00 | |
| 0084 | (PL)INSTALLATION OF BRIDGE ITEMS | 542 4605 | EA | 4.000 | 4.000 | 0.000 | $17,893.18 | $0.00 | $0.00 | |
| 0085 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 2,640.000 | 2,640.000 | 1,222.160 | $51.77 | $0.00 | $63,271.22 | |
| 0086 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 186.000 | 186.000 | 0.000 | $33.54 | $0.00 | $0.00 | |
| 0087 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 60.000 | 0.000 | $34.05 | $0.00 | $0.00 | |
| 0088 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.950 | $122,644.14 | $0.00 | $116,511.93 | |
| 0089 | FENCE-STYLE CLF (7' HIGH, CLASS B) | 624(E) 4298 | LF | 760.300 | 760.300 | 0.000 | $136.92 | $0.00 | $0.00 | |
| Subtotals For Category 0200/BRIDGE 'A' - NBI NO. 10566 | $587,761.04 | $3,290,083.39 | ||||||||
| Fed/State Project Number: NHPP-209N(051)SS | Project: 27004(04) | Category: 0300/TRAFFIC TEMPORARY | ||||||||
| 0090 | (SP) RAILROAD FLAGGING(NON-BIDDABLE) | 104 0955 | DAY | 450.000 | 450.000 | 27.100 | 209.500 | $650.00 | $17,615.00 | $136,175.00 |
| 0091 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 120.000 | 120.000 | 0.000 | $153.10 | $0.00 | $0.00 | |
| 0092 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 11,200.000 | 11,200.000 | 12,749.000 | $0.16 | $0.00 | $2,039.84 | |
| 0093 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 2,365.000 | 2,365.000 | 0.000 | $0.98 | $0.00 | $0.00 | |
| 0094 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 2,000.000 | 2,000.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
| 0095 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 6,000.000 | 6,000.000 | 253.000 | $0.28 | $0.00 | $70.84 | |
| 0096 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 15,300.000 | 15,300.000 | 645.000 | 10,705.000 | $0.18 | $116.10 | $1,926.90 |
| 0097 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 11,160.000 | 11,160.000 | 480.000 | 7,195.000 | $0.12 | $57.60 | $863.40 |
| 0098 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 18,000.000 | 18,000.000 | 495.000 | 8,786.000 | $0.24 | $118.80 | $2,108.64 |
| 0099 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,990.000 | 3,990.000 | 240.000 | 3,562.000 | $6.12 | $1,468.80 | $21,799.44 |
| 0100 | WING BARRICADES | 880(C) 8848 | SD | 2,700.000 | 2,700.000 | 120.000 | 1,986.000 | $2.45 | $294.00 | $4,865.70 |
| 0101 | VERTICAL PANELS | 880(D) 8854 | SD | 24,480.000 | 24,480.000 | 960.000 | 13,806.000 | $0.10 | $96.00 | $1,380.60 |
| 0102 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 18,720.000 | 18,720.000 | 750.000 | 12,406.000 | $0.31 | $232.50 | $3,845.86 |
| 0103 | DRUMS | 880(F) 8878 | SD | 18,900.000 | 18,900.000 | 720.000 | 10,660.000 | $0.06 | $43.20 | $639.60 |
| 0104 | CHANNELIZER CONES | 880(G) 8890 | SD | 510.000 | 510.000 | 75.000 | 1,570.000 | $1.22 | $91.50 | $1,915.40 |
| 0105 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 1,032.000 | 1,032.000 | 30.000 | 618.000 | $9.80 | $294.00 | $6,056.40 |
| 8001 | (PL)REMOVE & RESET TRAF.SIG.EQUIPMENT | 805(D) 8742 | LSUM | 0.000 | 1.000 | 0.500 | $2,500.00 | $0.00 | $1,250.00 | |
| Subtotals For Category 0300/TRAFFIC TEMPORARY | $20,427.50 | $184,937.62 | ||||||||
| Fed/State Project Number: NHPP-209N(051)SS | Project: 27004(04) | Category: 0301/TRAFFIC PERMANENT | ||||||||
| 0106 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.920 | 0.920 | 0.000 | $428.67 | $0.00 | $0.00 | |
| 0107 | REINFORCING STEEL | 804(B) 2916 | LB | 128.000 | 128.000 | 0.000 | $2.45 | $0.00 | $0.00 | |
| 0108 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 7.000 | 7.000 | 0.000 | $91.86 | $0.00 | $0.00 | |
| 0109 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 0.000 | $306.19 | $0.00 | $0.00 | |
| 0110 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 52.750 | 52.750 | 0.000 | $24.50 | $0.00 | $0.00 | |
| 0111 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 50.490 | 50.490 | 0.000 | $26.95 | $0.00 | $0.00 | |
| 0112 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 56.160 | 56.160 | 0.000 | $12.25 | $0.00 | $0.00 | |
| 0113 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 11,520.000 | 11,520.000 | 0.000 | $0.78 | $0.00 | $0.00 | |
| 0114 | TRAFFIC STRIPE(PLASTIC)(12" WIDE) | 855(A) 8818 | LF | 120.000 | 120.000 | 0.000 | $2.45 | $0.00 | $0.00 | |
| 0115 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 40.000 | 40.000 | 0.000 | $12.25 | $0.00 | $0.00 | |
| 0116 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 3.000 | 3.000 | 0.000 | $91.86 | $0.00 | $0.00 | |
| Subtotals For Category 0301/TRAFFIC PERMANENT | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: NHPP-209N(051)SS | Project: 27004(04) | Category: 0302/TRAFFIC SIGNAL | ||||||||
| 0117 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 2.000 | 2.000 | 0.000 | $930.83 | $0.00 | $0.00 | |
| 0118 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 1,100.000 | 1,100.000 | 0.000 | $7.34 | $0.00 | $0.00 | |
| Subtotals For Category 0302/TRAFFIC SIGNAL | $0.00 | $0.00 | ||||||||
| Fed/State Project Number: NHPP-209N(051)SS | Project: 27004(04) | Category: 0303/TRAFFIC LIGHTING | ||||||||
| 0119 | 1" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8302 | LF | 1,250.000 | 1,250.000 | 0.000 | $25.72 | $0.00 | $0.00 | |
| 0120 | 1" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8332 | LF | 340.000 | 340.000 | 0.000 | $33.68 | $0.00 | $0.00 | |
| 0121 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 3,360.000 | 3,360.000 | 0.000 | $8.58 | $0.00 | $0.00 | |
| 0122 | JUNCTION BOX(8" X 8" X 6") | 802(E) 8372 | EA | 6.000 | 6.000 | 0.000 | $918.59 | $0.00 | $0.00 | |
| 0123 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 28.000 | 28.000 | 0.000 | $930.83 | $0.00 | $0.00 | |
| 0124 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 34.500 | 34.500 | 0.000 | $1,175.79 | $0.00 | $0.00 | |
| 0125 | REINFORCING STEEL | 804(B) 2916 | LB | 5,964.000 | 5,964.000 | 0.000 | $2.26 | $0.00 | $0.00 | |
| 0126 | (PL)REMOVAL OF LIGHT POLE | 805(A) 8712 | EA | 12.000 | 12.000 | 12.000 | $428.67 | $0.00 | $5,144.04 | |
| 0127 | DECORATIVE POLE AND MAST ARM | 806(E) 0200 | EA | 25.000 | 25.000 | 0.000 | $6,491.31 | $0.00 | $0.00 | |
| 0128 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 6.000 | 6.000 | 0.000 | $734.86 | $0.00 | $0.00 | |
| 0129 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 29.000 | 29.000 | 0.000 | $3,043.57 | $0.00 | $0.00 | |
| 0130 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $12,860.15 | $0.00 | $0.00 | |
| 0131 | 1/C NO.8 ELECTRICAL CONDUCTOR | 811 8042 | LF | 11,240.000 | 11,240.000 | 0.000 | $1.53 | $0.00 | $0.00 | |
| 0132 | 2/C NO.12 ELECTRICAL CONDUCTOR | 811 8052 | LF | 875.000 | 875.000 | 0.000 | $1.53 | $0.00 | $0.00 | |
| 0133 | (SP)TEMPORARY ROADWAY LIGHTING ASSEMBLY | 880(M) 8340 | LMDY | 330.000 | 660.000 | 30.000 | 434.000 | $91.86 | $2,755.80 | $39,867.24 |
| Subtotals For Category 0303/TRAFFIC LIGHTING | $2,755.80 | $45,011.28 | ||||||||
| Fed/State Project Number: NHPP-209N(051)SS | Project: 27004(04) | Category: 0600/STAKING | ||||||||
| 0134 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $52,212.19 | $0.00 | $39,159.15 | |
| Subtotals For Category 0600/STAKING | $0.00 | $39,159.15 | ||||||||
| Fed/State Project Number: NHPP-209N(051)SS | Project: 27004(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0135 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $3,061.94 | $0.00 | $1,530.97 | |
| 0136 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $451,028.41 | $0.00 | $451,028.42 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $452,559.39 | ||||||||
| Subtotals For Project NHPP-209N(051)SS /27004(04) | $617,394.10 | $5,696,762.51 | ||||||||