| Contract ID: | 090317 | Estimate Number: | 0020 , Final | Spec Year: | 1999 | |||
| Primary JP: | 20316(18) | Residency: | DUNCAN (07100) | Contract No: | 411074 | |||
| Date Created: | 10/19/2012 | Contractor FEI: | 731394406 | Account No: | 400700 |
| Project Number(s): | NH-STIM(039) | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-81 BYPASS: AT BOIS D'ARC AVENUE, 1.5 MILES WEST OF US-81. PROJECT LENGTH = 0.441 MILES | ||||||||
| Primary County: | STEPHENS | ||||||||
| Name of Road: | US-81 BYPASS | ||||||||
| Prime Contractor: | OBC, INC. | Time Charged: | 676.00 | ||||||
| P.O. BOX 3817 | Time Allowed: | 755.00 | |||||||
| EDMOND , OK 73083 | Percent Time: | 89.54 % | |||||||
| Paid To Date: | $5,524,028.30 | Payable This Statement: | $16,393.37 |
| CONTRACTOR AFFIDAVIT |
| STATE OF ___________________ | ) | |
| ) § | ||
| COUNTY OF __________________ | ) |
| The undersigned contractor or duly authorized agent, of lawful age, being first duly sworn, on oath say that this claim is true and correct. |
| Affiant further states that the work, services or materials as shown by this claim have been completed or supplied in accordance with the plans, specifications, orders, requests and all other terms of the contract. Affiant further states that (s)he is duly authorized agent of the contractor for the purpose of certifying the facts pertaining to the giving of things of value to government personnel in order to procure the contract or obtain payment; that (s)he is fully aware of the facts and circumstances surrounding the making of the contract and has been personally and directly involved in the proceedings leading to the procurement of the contract and the filing of this claim; and, neither the contractor nor anyone subject to the contractor's direction or control has been paid, given or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma any money or other thing of value, either directly or |
| indirectly, in procuring the contract or obtaining payment. The affiant further certifies that all laborers, mechanics, apprentices and trainees employed by him/her or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. |
| Affiant hereby agrees that Contractor will accept this estimate as full compensation for all money due Contractor by the Department of Transportation, and hereby relinquish all claims, either in contract or in tort, which have arisen or which might arise out of the construction of said project. That to the best of my knowledge and belief, all indebtedness for labor, materials, fuel, equipment, equipment rental, parts, supplies, insurance premiums, and claims for items not specifically mentioned, which are attributable to performance of the work on this project or which were incorporated therein in any manner, have been paid in full, and that there are not now any presently outstanding, unpaid claims for such indebtedness; that my position with the company is such, that if there were any such outstanding claims of the nature specified herein, I would ordinarily be aware of them. |
| Further affiant sayeth not. |
| OBC, INC. |
| _________________________________________________ |
| Affiant Signature |
| _________________________________________________ |
| Affiant Printed Name |
| PE Seal |
| _________________________________________________ |
| Affiant Company Position |
| Subscribed and sworn to before me this ______ day of ____________, 20____ |
| My Commission Number: ____________ My Commission Expires: ______________ |
| _________________________________________________ |
| _________________________________________________ |
| Professional Engineer Signature |
| Oklahoma Department of Transportation |
| Corporate Seal |
| Notary Seal |
| Contract ID: | 090317 | Estimate Number: | 0020 | Contract No: | 411074 | |||
| Residency: | DUNCAN (07100) | Estimate Type: | Final | Account No: | 400700 | |||
| Project Number(s): | NH-STIM(039) | ||||||||||||
| Primary Job Piece No: | 20316(18) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-81 BYPASS: AT BOIS D'ARC AVENUE, 1.5 MILES WEST OF US-81. PROJECT LENGTH = 0.441 MILES | ||||||||||||
| Primary County: | STEPHENS | ||||||||||||
| Name of Road: | US-81 BYPASS | ||||||||||||
| Prime Contractor: | OBC, INC. | ||||||||||||
| P.O. BOX 3817 | |||||||||||||
| EDMOND , OK 73083 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 06/16/2011 TO 06/17/2011 |
| Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 270 |
| Date Contract Executed: | 04/02/2009 | Date Time Stopped: | 06/15/2011 | Current Time Charged: | 676.00 |
| Date NTP Issued: | 04/03/2009 | Completion Date: | 06/15/2011 | Current Time Allowed: | 755.00 |
| General Liability Expires: | 05/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 89.54 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $5,529,375.89 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $5,504,958.27 | Participating: | $5,526,696.86 | $5,525,210.36 | $1,486.50 | ||
| Percent Complete: | 99.90 % | Non Participating: | $2,679.03 | $2,679.03 | $0.00 | ||
| Funds Available: | $5,347.59 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
| Unearned Balance: | $-19,070.03 | Total Earnings: | $5,529,375.89 | $5,527,889.39 | $1,486.50 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $5,529,375.89 | $5,527,889.39 | $1,486.50 | ||||
| Other Adjustments: | $-5,347.59 | $-20,254.46 | $14,906.87 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $5,524,028.30 | $5,507,634.93 | $16,393.37 | ||||
| Contract ID: | 090317 | Estimate Number: | 0020 | Primary JP: | 20316(18) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Replaces Special Provision 108-STIM | Approved | 04/29/2009 | 0.0 | $0.00 |
| 002 | Adds Revised Sheet to the Plans | Approved | 02/24/2010 | 0.0 | $0.00 |
| 003 | Material Taken into Warehouse Stock | Approved | 02/24/2010 | 0.0 | $2,679.03 |
| 004 | Final Quantity Change Order | Approved | 04/26/2012 | 0.0 | $21,738.59 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 20316(18) | 0069 | Traffic Rail Epoxy Coated Reinf. Steel | Stockpiled Material Initial Payment | 0006 | $3,142.04 |
| 20316(18) | 0069 | Traffic Rail Epoxy Coated Reinf. Steel | Stockpiled Material Adjustment | 0011 | $-3,142.04 |
| 20316(18) | 0070 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0006 | $19,185.54 |
| 20316(18) | 0070 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0010 | $-19,185.54 |
| 20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0002 | $23,483.24 |
| 20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0002 | $-4,222.24 |
| 20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0003 | $-16,782.92 |
| 20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0005 | $-2,478.08 |
| 20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Closure | 0009 | $-4,693.84 |
| 20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0008 | $-81,385.85 |
| 20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0006 | $86,079.69 |
| 20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Adjustment | 0003 | $-11,909.25 |
| 20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Initial Payment | 0001 | $0.00 |
| 20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Closure | 0002 | $0.00 |
| 20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Initial Payment | 0002 | $11,909.25 |
| 20316(18) | 0082 | Bearing Pads | Stockpiled Material Adjustment | 0005 | $-2,404.48 |
| 20316(18) | 0082 | Bearing Pads | Stockpiled Material Adjustment | 0004 | $-2,404.48 |
| 20316(18) | 0082 | Bearing Pads | Stockpiled Material Initial Payment | 0001 | $4,808.96 |
| 20316(18) | 0083 | Bearing Pad | Stockpiled Material Adjustment | 0004 | $-4,974.96 |
| 20316(18) | 0083 | Bearing Pad | Stockpiled Material Initial Payment | 0001 | $6,633.28 |
| 20316(18) | 0083 | Bearing Pad | Stockpiled Material Adjustment | 0005 | $-1,658.32 | Subtotals For Stockpile Payments | $0.00 |
| 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 |
| Withhold to Funds Avail(Prog. Est. Only) | 0019 | $-4,388.59 |
| Withhold to Funds Avail(Prog. Est. Only) | 0020 | $4,388.59 | 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 |
| 20316(18) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0007 | -2,174.00 | $2.20 | $-4,782.80 |
| 20316(18) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $4,782.80 |
| 20316(18) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0007 | -350.00 | $8.80 | $-3,080.00 |
| 20316(18) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $3,080.00 |
| 20316(18) | 0010 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0015 | 0.00 | $0.00 | $-47,105.60 |
| 20316(18) | 0010 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $47,105.60 |
| 20316(18) | 0014 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0007 | -2,194.42 | $2.20 | $-4,827.72 |
| 20316(18) | 0014 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $-3,506.30 |
| 20316(18) | 0014 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $8,334.02 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $191.76 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * SUBSTANDARD ITEM | 0010 | 0.00 | $0.00 | $-3,338.74 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $115.35 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $588.84 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $69.22 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $121.55 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0019 | 0.00 | $0.00 | $-1.37 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | -0.46 | $7.62 | $-3.51 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * HMA Deduction as per Sec. 411 | 0020 | 0.00 | $0.00 | $-3,338.74 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0020 | 0.00 | $0.00 | $-1.34 |
| 20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * SUBSTANDARD ITEM | 0020 | 0.00 | $0.00 | $3,338.74 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $100.69 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0009 | 0.00 | $0.00 | $-6,542.21 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $365.83 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $77.14 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $496.12 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $18.32 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $149.55 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 365.88 | $7.62 | $2,789.87 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0020 | 0.00 | $0.00 | $6,542.21 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -0.01 | $7.62 | $-0.08 |
| 20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0020 | 0.00 | $0.00 | $-6,542.21 |
| 20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $172.11 |
| 20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $1,372.80 |
| 20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $2,070.05 |
| 20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $2,441.29 |
| 20316(18) | 0029 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $-949.70 |
| 20316(18) | 0029 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0020 | 0.00 | $0.00 | $949.70 |
| 20316(18) | 0033 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0009 | 3.00 | $-2,640.00 | $-7,920.00 |
| 20316(18) | 0033 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0020 | 0.00 | $0.00 | $7,920.00 |
| 20316(18) | 0035 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0007 | -6.00 | $275.00 | $-1,650.00 |
| 20316(18) | 0035 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0020 | 0.00 | $0.00 | $1,650.00 |
| 20316(18) | 0081 | DRILLED SHAFTS 60" DIAMETER | * SUBSTANDARD ITEM | 0003 | 0.00 | $0.00 | $-6,600.83 |
| 20316(18) | 0081 | DRILLED SHAFTS 60" DIAMETER | * SUBSTANDARD ITEM | 0020 | 0.00 | $0.00 | $6,600.83 |
| 20316(18) | 0081 | DRILLED SHAFTS 60" DIAMETER | * COMPRESSIVE STRENGTH | 0020 | 0.00 | $0.00 | $-6,600.83 |
| 20316(18) | 0099 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0016 | -133.60 | $1.38 | $-184.37 |
| 20316(18) | 0099 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $184.37 |
| 20316(18) | 0104 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0016 | -1,664.00 | $1.21 | $-2,013.44 |
| 20316(18) | 0104 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $2,013.44 |
| 20316(18) | 0105 | 1/C NO.12 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0016 | -550.00 | $0.58 | $-319.00 |
| 20316(18) | 0105 | 1/C NO.12 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $319.00 | Subtotals For Line Item Adjustments | $-5,347.59 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| 01 | Internal Mileston | 08/31/2009 | 10/29/2009 | 60.00 DYS | $1,000.00 | Y | |||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 090317 | Estimate Number: | 0020 | Primary JP: | 20316(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: NH-STIM(039) | Project: 20316(18) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $110,000.00 | $0.00 | $110,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 39,323.300 | 39,323.300 | 39,323.300 | $3.41 | $0.00 | $134,092.45 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 199,834.500 | 199,834.500 | 199,834.500 | $3.58 | $0.00 | $715,407.51 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $82,500.00 | $0.00 | $82,500.00 | |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 6,270.740 | 2,174.000 | 2,174.000 | $2.20 | $0.00 | $4,782.80 | |
| 0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 0.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 2.000 | 0.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
| 0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 308.000 | 350.000 | 350.000 | $8.80 | $0.00 | $3,080.00 | |
| 0009 | DITCH LINER PROTECTION | 229 4318 | LF | 1,100.000 | 483.000 | 483.000 | $1.10 | $0.00 | $531.30 | |
| 0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 86,089.420 | 114,941.040 | 114,941.040 | $1.65 | $0.00 | $189,652.71 | |
| 0011 | SEEDING METHOD B | 232(B) 2814 | AC | 17.790 | 0.000 | 0.000 | $550.00 | $0.00 | $0.00 | |
| 0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.790 | 0.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
| 0013 | MOWING | 241 2832 | AC | 44.500 | 23.790 | 23.790 | $66.00 | $0.00 | $1,570.14 | |
| 0014 | SEPARATOR FABRIC | 325 5271 | SY | 22,959.130 | 21,636.180 | 21,636.180 | $2.20 | $0.00 | $47,599.59 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 300.000 | 228.670 | 228.670 | $33.00 | $0.00 | $7,546.11 | |
| 0016 | TACK COAT | 407 0250 | GAL | 1,380.140 | 1,225.000 | 1,225.000 | $3.30 | $0.00 | $4,042.50 | |
| 0017 | PRIME COAT | 408 5774 | GAL | 11,552.890 | 9,229.190 | 30.000 | 9,229.190 | $6.60 | $198.00 | $60,912.65 |
| 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 3,047.020 | 2,938.910 | 0.000 | 2,938.910 | $74.80 | $0.00 | $219,830.47 |
| 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 4,758.460 | 4,587.150 | -0.010 | 4,587.150 | $66.00 | $-0.66 | $302,751.90 |
| 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,538.480 | 2,408.130 | 2,408.130 | $77.00 | $0.00 | $185,426.01 | |
| 0021 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 1,600.000 | 4,497.000 | 4,497.000 | $2.81 | $0.00 | $12,636.57 | |
| 0022 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 7,709.420 | 7,979.780 | 7,979.780 | $22.00 | $0.00 | $175,555.16 | |
| 0023 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 1,713.200 | 1,774.210 | 1,774.210 | $99.00 | $0.00 | $175,646.79 | |
| 0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 302.000 | 302.000 | 302.000 | $11.00 | $0.00 | $3,322.00 | |
| 0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 663.800 | 663.800 | 663.800 | $412.50 | $0.00 | $273,817.50 | |
| 0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 60.000 | 25.910 | 25.910 | $330.00 | $0.00 | $8,550.30 | |
| 0027 | REINFORCING STEEL | 511(A) 0332 | LB | 80,720.000 | 80,720.000 | 80,720.000 | $0.77 | $0.00 | $62,154.40 | |
| 0028 | TYPE I-A PLAIN RIPRAP | 601(A-1)0536 | TON | 60.000 | 90.350 | 90.350 | $41.80 | $0.00 | $3,776.63 | |
| 0029 | TYPE I-A FILTER BLANKET | 601(A-2)0538 | TON | 18.000 | 22.720 | 0.000 | 22.720 | $41.80 | $0.00 | $949.70 |
| 0030 | 1'-8" COMB. CURB & GUTTER (6" MNTBLE) | 609(B) 1501 | LF | 1,058.000 | 1,568.000 | 1,568.000 | $19.80 | $0.00 | $31,046.40 | |
| 0031 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 3,096.000 | 2,470.000 | 2,470.000 | $22.00 | $0.00 | $54,340.00 | |
| 0032 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 186.900 | 488.100 | 488.100 | $66.00 | $0.00 | $32,214.60 | |
| 0033 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 3.000 | 3.000 | 0.000 | 3.000 | $2,640.00 | $0.00 | $7,920.00 |
| 0034 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 2.000 | 2.000 | 2.000 | $1,320.00 | $0.00 | $2,640.00 | |
| 0035 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 6.000 | 6.000 | 0.000 | 6.000 | $275.00 | $0.00 | $1,650.00 |
| 0036 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 343.000 | 341.000 | 341.000 | $96.80 | $0.00 | $33,008.80 | |
| 0037 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 74.000 | 72.000 | 72.000 | $114.40 | $0.00 | $8,236.80 | |
| 0038 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 169.000 | 169.000 | 169.000 | $140.80 | $0.00 | $23,795.20 | |
| 0039 | 30" R.C.PIPE CLASS IV | 613(B) 0584 | LF | 206.000 | 206.000 | 206.000 | $161.70 | $0.00 | $33,310.20 | |
| 0040 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 4.000 | 4.000 | 4.000 | $737.00 | $0.00 | $2,948.00 | |
| 0041 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 5.000 | 5.000 | 5.000 | $825.00 | $0.00 | $4,125.00 | |
| 0042 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,793.00 | $0.00 | $3,586.00 | |
| 0043 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 1.000 | 1.000 | 1.000 | $2,233.00 | $0.00 | $2,233.00 | |
| 0044 | TYPE E4 CULVERT END TREATMENT | 613(CC) 7190 | EA | 2.000 | 2.000 | 2.000 | $2,750.00 | $0.00 | $5,500.00 | |
| 0045 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 60.000 | 75.000 | 75.000 | $35.20 | $0.00 | $2,640.00 | |
| 0046 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 50.000 | 50.000 | 50.000 | $35.20 | $0.00 | $1,760.00 | |
| 0047 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1092 | LF | 3,150.000 | 2,150.000 | 2,150.000 | $6.60 | $0.00 | $14,190.00 | |
| 0048 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1097 | LF | 250.000 | 100.000 | 100.000 | $6.60 | $0.00 | $660.00 | |
| 0049 | TRENCH EXCAVATION | 613(S) 1180 | CY | 1,364.500 | 560.400 | 560.400 | $11.00 | $0.00 | $6,164.40 | |
| 0050 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 463.500 | 454.060 | 454.060 | $30.80 | $0.00 | $13,985.05 | |
| 0051 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
| 0052 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 7,200.000 | 5,811.560 | -1,219.540 | 5,811.560 | $6.60 | $-8,048.96 | $38,356.30 |
| 0053 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,900.000 | 3,341.670 | 1,697.840 | 3,341.670 | $5.50 | $9,338.12 | $18,379.19 |
| 0054 | REMOVAL OF CURB | 619(B) 4791 | LF | 4,400.000 | 4,370.000 | 4,370.000 | $1.10 | $0.00 | $4,807.00 | |
| 0055 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,265.200 | 3,216.000 | 3,216.000 | $4.40 | $0.00 | $14,150.40 | |
| 0056 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 325.000 | 325.000 | 325.000 | $18.15 | $0.00 | $5,898.75 | |
| 0057 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 2.000 | $1,595.00 | $0.00 | $3,190.00 | |
| 0058 | GUARD RAIL ANCHOR UNIT (TYPE I) | 623(F) 6032 | EA | 1.000 | 1.000 | 1.000 | $1,870.00 | $0.00 | $1,870.00 | |
| 0059 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 3.000 | 3.000 | 3.000 | $2,365.00 | $0.00 | $7,095.00 | |
| 0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 1,076.400 | 1,096.000 | 1,096.000 | $3.64 | $0.00 | $3,989.44 | |
| 0061 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,486.000 | 1,509.000 | 1,509.000 | $3.80 | $0.00 | $5,734.20 | |
| 0062 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 4.000 | 4.000 | 4.000 | $82.50 | $0.00 | $330.00 | |
| 0063 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 4.000 | $22.00 | $0.00 | $88.00 | |
| 0064 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 3.000 | 3.000 | $11.00 | $0.00 | $33.00 | |
| 0065 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 4.000 | 4.000 | 4.000 | $550.00 | $0.00 | $2,200.00 | |
| Subtotals For Category 0100/ROADWAY | $1,486.50 | $3,233,209.92 | ||||||||
| Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0200/BRIDGE 'G' | ||||||||
| 0066 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 130.000 | 130.000 | 130.000 | $16.50 | $0.00 | $2,145.00 | |
| 0067 | GRANULAR BACKFILL | 501(F) 6352 | CY | 162.000 | 162.000 | 162.000 | $65.00 | $0.00 | $10,530.00 | |
| 0068 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $8,250.00 | $0.00 | $8,250.00 | |
| 0069 | (PL)BRIDGE TRAFFIC RAIL | 504 6179 | LF | 643.400 | 643.400 | 643.400 | $67.00 | $0.00 | $43,107.80 | |
| 0070 | APPROACH SLAB | 504(A) 1304 | SY | 586.300 | 586.300 | 586.300 | $165.00 | $0.00 | $96,739.50 | |
| 0071 | STRUCTURAL STEEL | 506(A) 1322 | LB | 469,770.000 | 469,770.000 | 469,770.000 | $1.58 | $0.00 | $742,236.60 | |
| 0072 | CLASS AA CONCRETE | 509(A) 1326 | CY | 590.300 | 590.300 | 590.300 | $468.00 | $0.00 | $276,260.40 | |
| 0073 | CLASS A CONCRETE | 509(B) 1328 | CY | 371.800 | 371.800 | 371.800 | $460.00 | $0.00 | $171,028.00 | |
| 0074 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,054.000 | 1,054.000 | 1,054.000 | $65.00 | $0.00 | $68,510.00 | |
| 0075 | REINFORCING STEEL | 511(A) 1332 | LB | 3,270.000 | 3,270.000 | 3,270.000 | $0.91 | $0.00 | $2,975.70 | |
| 0076 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 239,620.000 | 239,620.000 | 239,620.000 | $0.90 | $0.00 | $215,658.00 | |
| 0077 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 603.000 | 603.000 | 603.000 | $30.30 | $0.00 | $18,270.90 | |
| 0078 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 603.000 | 516.570 | 516.570 | $16.50 | $0.00 | $8,523.41 | |
| 0079 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 18.000 | 18.000 | 18.000 | $705.00 | $0.00 | $12,690.00 | |
| 0080 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,031.000 | 1,031.000 | 1,031.000 | $3.30 | $0.00 | $3,402.30 | |
| 0081 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 302.000 | 302.000 | 0.000 | 302.000 | $710.00 | $0.00 | $214,420.00 |
| 0082 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $510.00 | $0.00 | $8,160.00 | |
| 0083 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 48.000 | 48.000 | 48.000 | $1,385.00 | $0.00 | $66,480.00 | |
| 0084 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 332.000 | 332.000 | 332.000 | $33.00 | $0.00 | $10,956.00 | |
| 0085 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 36.000 | 36.000 | 36.000 | $33.00 | $0.00 | $1,188.00 | |
| Subtotals For Category 0200/BRIDGE 'G' | $0.00 | $1,981,531.61 | ||||||||
| Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0300/TRAFFIC | ||||||||
| 0086 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 183.860 | 231.860 | 231.860 | $38.50 | $0.00 | $8,926.61 | |
| 0087 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 330.000 | 219.000 | 219.000 | $79.20 | $0.00 | $17,344.80 | |
| 0088 | DELINEATORS(TYPE 1, CODE 1, FLEXIBLE) | 853 9042 | EA | 24.000 | 23.000 | 23.000 | $33.00 | $0.00 | $759.00 | |
| 0089 | DELINEATORS(TYPE 1, CODE 2, FLEXIBLE) | 853 9045 | EA | 25.000 | 25.000 | 25.000 | $33.00 | $0.00 | $825.00 | |
| 0090 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 52,260.000 | 30,114.500 | 30,114.500 | $0.66 | $0.00 | $19,875.57 | |
| 0091 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $93.50 | $0.00 | $187.00 | |
| 0092 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $40,700.00 | $0.00 | $40,700.00 | |
| 0093 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 540.000 | 244.000 | 244.000 | $22.00 | $0.00 | $5,368.00 | |
| Subtotals For Category 0300/TRAFFIC | $0.00 | $93,985.98 | ||||||||
| Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0301/HIGHWAY LIGHTING | ||||||||
| 0094 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 315.000 | 310.000 | 310.000 | $12.10 | $0.00 | $3,751.00 | |
| 0095 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 600.000 | 504.000 | 504.000 | $4.46 | $0.00 | $2,247.84 | |
| 0096 | JUNCTION BOX(8" X 8" X 6") | 802(D) 8372 | EA | 2.000 | 1.000 | 1.000 | $638.00 | $0.00 | $638.00 | |
| 0097 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 2.000 | 2.000 | $357.50 | $0.00 | $715.00 | |
| 0098 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.320 | 2.320 | 2.320 | $522.50 | $0.00 | $1,212.20 | |
| 0099 | REINFORCING STEEL | 804(B) 2916 | LB | 133.600 | 133.600 | 133.600 | $1.38 | $0.00 | $184.37 | |
| 0100 | 40' MTG & 10' HLMA(G.STL.) | 806(C) 8924 | EA | 5.000 | 5.000 | 5.000 | $1,861.20 | $0.00 | $9,306.00 | |
| 0101 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 3.000 | 3.000 | 3.000 | $456.50 | $0.00 | $1,369.50 | |
| 0102 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 5.000 | 5.000 | 5.000 | $517.00 | $0.00 | $2,585.00 | |
| 0103 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $4,378.00 | $0.00 | $4,378.00 | |
| 0104 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 2,160.000 | 1,664.000 | 1,664.000 | $1.21 | $0.00 | $2,013.44 | |
| 0105 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 700.000 | 550.000 | 550.000 | $0.58 | $0.00 | $319.00 | |
| Subtotals For Category 0301/HIGHWAY LIGHTING | $0.00 | $28,719.35 | ||||||||
| Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0600/STAKING | ||||||||
| 0106 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $19,250.00 | $0.00 | $19,250.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $19,250.00 | ||||||||
| Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0640/CONSTRUCTION | ||||||||
| 0107 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| 0108 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
| 0109 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $170,000.00 | ||||||||
| Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0900/Federal Non Participating | ||||||||
| 8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,679.03 | $0.00 | $2,679.03 | |
| Subtotals For Category 0900/Federal Non Participating | $0.00 | $2,679.03 | ||||||||
| Subtotals For Project NH-STIM(039) /20316(18) | $1,486.50 | $5,529,375.89 | ||||||||