| Contract ID: | 090110 | Estimate Number: | 0021 , Final | Spec Year: | 1999 | |||
| Primary JP: | 17126(04) | Residency: | CLINTON (05100) | Contract No: | 411202 | |||
| Date Created: | 02/03/2012 | Contractor FEI: | 480793597 | Account No: | 400500 |
| Project Number(s): | NH-STIM(240)SS | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND EROSION CONTROL US-183: FROM 2.8 MILES SOUTHWEST OF SH-152, EXTEND NORTHEAST. PROJECT LENGTH = 2.489 MILES. | ||||||||
| Primary County: | WASHITA | ||||||||
| Name of Road: | US-183 | ||||||||
| Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | Time Charged: | 379.00 | ||||||
| P. O. BOX 1486 | Time Allowed: | 379.00 | |||||||
| GREAT BEND , KS 67530 | Percent Time: | 100.00 % | |||||||
| Paid To Date: | $5,472,151.65 | Payable This Statement: | $-3,988.79 |
| 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. |
| VENTURE CORPORATION DBA V. C. O. PAVING |
| _________________________________________________ |
| 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: | 090110 | Estimate Number: | 0021 | Contract No: | 411202 | |||
| Residency: | CLINTON (05100) | Estimate Type: | Final | Account No: | 400500 | |||
| Project Number(s): | NH-STIM(240)SS | ||||||||||||
| Primary Job Piece No: | 17126(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND EROSION CONTROL US-183: FROM 2.8 MILES SOUTHWEST OF SH-152, EXTEND NORTHEAST. PROJECT LENGTH = 2.489 MILES. | ||||||||||||
| Primary County: | WASHITA | ||||||||||||
| Name of Road: | US-183 | ||||||||||||
| Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | ||||||||||||
| P. O. BOX 1486 | |||||||||||||
| GREAT BEND , KS 67530 | |||||||||||||
| Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
| Date Let: | 04/23/2009 | NTP Effective Date: | 08/03/2009 | Pay Period: | 08/16/2010 TO 08/16/2010 |
| Date Awarded: | 04/27/2009 | Date Work Began: | 08/03/2009 | Original Contract Time: | 170 |
| Date Contract Executed: | 05/13/2009 | Date Time Stopped: | 08/16/2010 | Current Time Charged: | 379.00 |
| Date NTP Issued: | 07/02/2009 | Completion Date: | 08/16/2010 | Current Time Allowed: | 379.00 |
| General Liability Expires: | 03/26/2012 | Workman's Comp Expires: | 03/26/2012 | Percent Time Used: | 100.00 % |
| Specification Year: | 1999 | ||||
| Current Contract Amount: | $5,476,140.44 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $5,316,736.48 | Participating: | $5,175,937.82 | $5,178,097.82 | $-2,160.00 | ||
| Percent Complete: | 99.93 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $3,988.79 | Non ARRA: | $300,202.63 | $300,202.63 | $0.00 | ||
| Unearned Balance: | $-155,415.17 | Total Earnings: | $5,476,140.45 | $5,478,300.45 | $-2,160.00 | ||
| Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
| Gross Earnings: | $5,476,140.45 | $5,478,300.45 | $-2,160.00 | ||||
| Other Adjustments: | $-3,988.80 | $-2,160.01 | $-1,828.79 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $5,472,151.65 | $5,476,140.44 | $-3,988.79 | ||||
| Contract ID: | 090110 | Estimate Number: | 0021 | Primary JP: | 17126(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Add lime mod. subgrade | Approved | 01/11/2010 | 20.0 | $80,206.00 |
| 002 | Binder and Smoothness adjustments | Approved | 08/11/2010 | 0.0 | $80,551.96 |
| 003 | Final Quantity Change Order | Approved | 07/06/2011 | 0.0 | $-1,354.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 17126(04) | 0041 | Stockpiled Material Initial Payment | 0008 | $11,193.00 | |
| 17126(04) | 0041 | Stockpiled Material Closure | 0016 | $-11,193.00 | |
| 17126(04) | 0042 | Stockpiled Material Initial Payment | 0008 | $3,048.00 | |
| 17126(04) | 0042 | Stockpiled Material Adjustment | 0016 | $-3,048.00 | |
| 17126(04) | 0043 | Stockpiled Material Initial Payment | 0008 | $5,800.00 | |
| 17126(04) | 0043 | Stockpiled Material Adjustment | 0016 | $-5,800.00 | |
| 17126(04) | 0048 | REBAR-GR60 | Stockpiled Material Adjustment | 0006 | $-5,016.60 |
| 17126(04) | 0048 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-9,951.73 |
| 17126(04) | 0048 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $14,968.33 |
| 17126(04) | 0055 | REBAR-GR60 | Stockpiled Material Adjustment | 0006 | $-9,926.50 |
| 17126(04) | 0055 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $15,520.96 |
| 17126(04) | 0055 | REBAR-GR60 | Stockpiled Material Adjustment | 0007 | $-5,594.46 | 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. | |||||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| Withhold to Funds Avail(Prog. Est. Only) | 0020 | $-0.01 |
| Withhold to Funds Avail(Prog. Est. Only) | 0021 | $0.01 | 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 |
| 17126(04) | 0010 | MULCH SODDING | * Material Discrepancy Adjustments | 0018 | -10,015.10 | $1.40 | $-14,021.14 |
| 17126(04) | 0010 | MULCH SODDING | * Material Discrepancy Adjustments | 0019 | 10,015.10 | $1.40 | $14,021.14 |
| 17126(04) | 0016 | TACK COAT | * Material Discrepancy Adjustments | 0018 | -5.00 | $2.25 | $-11.25 |
| 17126(04) | 0016 | TACK COAT | * Material Discrepancy Adjustments | 0019 | 5.00 | $2.25 | $11.25 |
| 17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $13,653.72 |
| 17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0015 | -2,160.00 | $1.00 | $-2,160.00 |
| 17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $15,578.66 |
| 17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0020 | -41,624.74 | $1.00 | $-41,624.74 |
| 17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0021 | -3,988.80 | $1.00 | $-3,988.80 |
| 17126(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $913.88 |
| 17126(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $11,478.48 |
| 17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0018 | -0.77 | $4.00 | $-3.08 |
| 17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0019 | 0.77 | $4.00 | $3.08 |
| 17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0019 | 1.03 | $0.65 | $0.67 |
| 17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0020 | -1.03 | $0.65 | $-0.67 |
| 17126(04) | 0048 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0018 | -1.03 | $0.65 | $-0.68 |
| 17126(04) | 0048 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0020 | 1.03 | $0.65 | $0.68 |
| 17126(04) | 0109 | (SP)CONTRACTORS QUALITY CONTROL | * Material Discrepancy Adjustments | 0018 | -0.10 | $95,000.00 | $-9,500.00 |
| 17126(04) | 0109 | (SP)CONTRACTORS QUALITY CONTROL | * Material Discrepancy Adjustments | 0019 | 0.10 | $95,000.00 | $9,500.00 |
| 17126(04) | 8001 | (SP)LIME MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0018 | -9.94 | $3.96 | $-39.36 |
| 17126(04) | 8001 | (SP)LIME MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0019 | 9.94 | $3.96 | $39.36 |
| 17126(04) | 8004 | DEDUCTION FOR FAILING MATERIAL | * ROADWAY DENSITY | 0021 | 2,160.00 | $1.00 | $2,160.00 | Subtotals For Line Item Adjustments | $-3,988.80 | * = 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: | 090110 | Estimate Number: | 0021 | Primary JP: | 17126(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: NH-STIM(240)SS | Project: 17126(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 36,320.000 | 72,813.740 | 0.000 | 72,813.740 | $5.35 | $0.00 | $389,553.50 |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 10,379.000 | 17,506.600 | 0.000 | 17,506.600 | $5.10 | $0.00 | $89,283.66 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 |
| 0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 3.500 | 3.500 | 3.500 | $1,500.00 | $0.00 | $5,250.00 | |
| 0006 | TEMPORARY BALE BARRIER | 222 2801 | LF | 700.000 | 0.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SILT FENCE | 223 2801 | LF | 5,660.000 | 7,523.000 | 7,523.000 | $3.15 | $0.00 | $23,697.45 | |
| 0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 924.000 | 707.000 | 707.000 | $9.00 | $0.00 | $6,363.00 | |
| 0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 15,027.000 | 11,570.200 | 0.000 | 11,570.200 | $1.77 | $0.00 | $20,479.25 |
| 0010 | MULCH SODDING | 230(B) 2807 | SY | 100,258.000 | 118,943.100 | 0.000 | 118,943.100 | $1.40 | $0.00 | $166,520.34 |
| 0011 | SEEDING METHOD B | 232(B) 2814 | AC | 20.770 | 20.770 | 20.770 | $300.00 | $0.00 | $6,231.00 | |
| 0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 41.490 | 31.000 | 31.000 | $400.00 | $0.00 | $12,400.00 | |
| 0013 | MOWING | 241 2832 | AC | 84.000 | 26.970 | 26.970 | $51.00 | $0.00 | $1,375.47 | |
| 0014 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 47,333.000 | 0.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
| 0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 117.000 | 131.470 | 0.000 | 131.470 | $50.00 | $0.00 | $6,573.50 |
| 0016 | TACK COAT | 407 0250 | GAL | 11,724.000 | 12,755.000 | 12,755.000 | $2.25 | $0.00 | $28,698.75 | |
| 0017 | PRIME COAT | 408 5774 | GAL | 7,102.000 | 0.000 | 0.000 | $4.25 | $0.00 | $0.00 | |
| 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 7,154.000 | 4,983.570 | 4,983.570 | $56.00 | $0.00 | $279,079.92 | |
| 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 24,610.000 | 23,242.640 | 23,242.640 | $52.00 | $0.00 | $1,208,617.28 | |
| 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 7,962.000 | 13,617.560 | 0.000 | 13,617.560 | $60.00 | $0.00 | $817,053.60 |
| 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 15,063.000 | 5,296.610 | 5,296.610 | $52.00 | $0.00 | $275,423.72 | |
| 0022 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 26,291.000 | 23,234.000 | 23,234.000 | $0.35 | $0.00 | $8,131.90 | |
| 0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 2,361.000 | 2,911.000 | 2,911.000 | $8.00 | $0.00 | $23,288.00 | |
| 0024 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 6,386.000 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
| 0025 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 45.000 | 45.000 | 45.000 | $12.00 | $0.00 | $540.00 | |
| 0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 134.400 | 134.400 | 134.400 | $430.00 | $0.00 | $57,792.00 | |
| 0027 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 18.900 | 18.900 | 18.900 | $430.00 | $0.00 | $8,127.00 | |
| 0028 | CLASS C CONCRETE | 509(D) 0325 | CY | 59.200 | 0.000 | 0.000 | $425.00 | $0.00 | $0.00 | |
| 0029 | REINFORCING STEEL | 511(A) 0332 | LB | 20,645.000 | 20,645.000 | 20,645.000 | $0.65 | $0.00 | $13,419.26 | |
| 0030 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 126.000 | 60.000 | 0.000 | 60.000 | $75.00 | $0.00 | $4,500.00 |
| 0031 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 104.000 | 112.000 | 0.000 | 112.000 | $85.00 | $0.00 | $9,520.00 |
| 0032 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 5.000 | 4.000 | 4.000 | $580.00 | $0.00 | $2,320.00 | |
| 0033 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 4.000 | 5.000 | 5.000 | $675.00 | $0.00 | $3,375.00 | |
| 0034 | TYPE DD4 CULVERT END TREATMENT | 613(CC) 7194 | EA | 2.000 | 2.000 | 2.000 | $2,100.00 | $0.00 | $4,200.00 | |
| 0035 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 48.000 | 72.000 | 72.000 | $30.00 | $0.00 | $2,160.00 | |
| 0036 | 57" X 38" CORR. GALV. STEEL PIPE ARCH | 613(D) 4532 | LF | 148.000 | 148.000 | 148.000 | $52.00 | $0.00 | $7,696.00 | |
| 0037 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 925.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
| 0038 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 325.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
| 0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
| 0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,711.000 | 2,363.760 | 2,363.760 | $4.00 | $0.00 | $9,455.04 | |
| 0041 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,296.000 | 1,296.000 | 1,296.000 | $13.00 | $0.00 | $16,848.00 | |
| 0042 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,250.00 | $0.00 | $5,000.00 | |
| 0043 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $1,975.00 | $0.00 | $7,900.00 | |
| 0044 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,794.000 | 1,955.050 | 0.000 | 1,955.050 | $3.50 | $0.00 | $6,842.68 |
| 8002 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $41,624.74 | $0.00 | $41,624.74 | |
| 8003 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $38,927.22 | $0.00 | $38,927.22 | |
| 8004 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-2,160.00 | $-2,160.00 | $-2,160.00 |
| Subtotals For Category 0100/ROADWAY | $-2,160.00 | $3,791,107.28 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0200/BRIDGE Z | ||||||||
| 0045 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,700.000 | 1,700.000 | 1,700.000 | $4.00 | $0.00 | $6,800.00 | |
| 0046 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 155.000 | 155.000 | 155.000 | $10.00 | $0.00 | $1,550.00 | |
| 0047 | CLASS AA CONCRETE | 509(A) 1326 | CY | 290.000 | 290.000 | 290.000 | $320.00 | $0.00 | $92,800.00 | |
| 0048 | REINFORCING STEEL | 511(A) 1332 | LB | 88,330.000 | 90,717.710 | 90,717.710 | $0.65 | $0.00 | $58,966.52 | |
| 0049 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 120.000 | 241.650 | 241.650 | $36.00 | $0.00 | $8,699.40 | |
| 0050 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 39.000 | 71.320 | 71.320 | $30.00 | $0.00 | $2,139.60 | |
| 0051 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
| Subtotals For Category 0200/BRIDGE Z | $0.00 | $192,955.52 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0201/BRIDGE AA | ||||||||
| 0052 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,900.000 | 1,900.000 | 0.000 | 1,900.000 | $4.00 | $0.00 | $7,600.00 |
| 0053 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 160.000 | 160.000 | 160.000 | $10.00 | $0.00 | $1,600.00 | |
| 0054 | CLASS AA CONCRETE | 509(A) 1326 | CY | 338.000 | 338.000 | 338.000 | $320.00 | $0.00 | $108,160.00 | |
| 0055 | REINFORCING STEEL | 511(A) 1332 | LB | 88,105.000 | 88,875.600 | 88,875.600 | $0.65 | $0.00 | $57,769.13 | |
| 0056 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 135.000 | 260.860 | 260.860 | $36.00 | $0.00 | $9,390.96 | |
| 0057 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 43.000 | 72.660 | 72.660 | $30.00 | $0.00 | $2,179.80 | |
| 0058 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
| Subtotals For Category 0201/BRIDGE AA | $0.00 | $208,699.89 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0202/BRIDGE BB | ||||||||
| 0059 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 50.000 | 50.000 | 0.000 | 50.000 | $20.00 | $0.00 | $1,000.00 |
| 0060 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 50.000 | 0.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
| 0061 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 106.000 | 106.000 | 106.000 | $20.00 | $0.00 | $2,120.00 | |
| 0062 | GRANULAR BACKFILL | 501(F) 6352 | CY | 116.000 | 116.000 | 0.000 | 116.000 | $45.00 | $0.00 | $5,220.00 |
| 0063 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 400.000 | 400.000 | 400.000 | $220.00 | $0.00 | $88,000.00 | |
| 0064 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 288.000 | 288.000 | 0.000 | 288.000 | $70.00 | $0.00 | $20,160.00 |
| 0065 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,488.000 | 1,488.000 | 0.000 | 1,488.000 | $3.00 | $0.00 | $4,464.00 |
| 0066 | CLASS AA CONCRETE | 509(A) 1326 | CY | 117.000 | 117.000 | 117.000 | $550.00 | $0.00 | $64,350.00 | |
| 0067 | CLASS A CONCRETE | 509(B) 1328 | CY | 45.000 | 45.000 | 45.000 | $600.00 | $0.00 | $27,000.00 | |
| 0068 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 656.000 | 656.000 | 656.000 | $20.00 | $0.00 | $13,120.00 | |
| 0069 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,083.000 | 41,083.000 | 41,083.000 | $1.10 | $0.00 | $45,191.29 | |
| 0070 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 744.000 | 744.000 | 744.000 | $35.00 | $0.00 | $26,040.01 | |
| 0071 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 744.000 | 719.670 | 719.670 | $15.00 | $0.00 | $10,795.06 | |
| 0072 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 520.000 | 520.000 | 520.000 | $4.00 | $0.00 | $2,080.00 | |
| 0073 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 204.000 | 204.000 | 204.000 | $10.00 | $0.00 | $2,040.00 | |
| 0074 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 64.000 | 64.000 | 64.000 | $300.00 | $0.00 | $19,200.00 | |
| 0075 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $800.00 | $0.00 | $6,400.00 | |
| 0076 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 836.000 | 847.280 | 847.280 | $40.00 | $0.00 | $33,891.20 | |
| 0077 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 224.000 | 232.860 | 232.860 | $40.00 | $0.00 | $9,314.40 | |
| 0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 29.000 | 60.000 | 0.000 | 60.000 | $50.00 | $0.00 | $3,000.00 |
| 0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 40.000 | 88.000 | 0.000 | 88.000 | $50.00 | $0.00 | $4,400.00 |
| 0080 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
| Subtotals For Category 0202/BRIDGE BB | $0.00 | $417,785.96 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
| 0081 | PRECAST CONCRETE MEDIAN BARRIER, PORTABLE TYPE | 627(E) 4314 | LF | 760.000 | 769.000 | 769.000 | $50.00 | $0.00 | $38,450.00 | |
| 0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 65,250.000 | 94,006.000 | 94,006.000 | $0.10 | $0.00 | $9,400.60 | |
| 0083 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,600.000 | 4,594.000 | 4,594.000 | $0.60 | $0.00 | $2,756.40 | |
| 0084 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 8,500.000 | 868.000 | 868.000 | $0.32 | $0.00 | $277.76 | |
| 0085 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 57,900.000 | 26,913.000 | 26,913.000 | $0.05 | $0.00 | $1,345.65 | |
| 0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 11,610.000 | 4,491.000 | 4,491.000 | $0.02 | $0.00 | $89.82 | |
| 0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,860.000 | 4,428.000 | 4,428.000 | $0.04 | $0.00 | $177.12 | |
| 0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 11,610.000 | 10,341.000 | 10,341.000 | $0.05 | $0.00 | $517.05 | |
| 0089 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 2,700.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
| 0090 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,240.000 | 1,015.000 | 1,015.000 | $0.02 | $0.00 | $20.30 | |
| 0091 | WING BARRICADES | 880(C) 8848 | SD | 1,620.000 | 813.000 | 813.000 | $0.03 | $0.00 | $24.39 | |
| 0092 | VERTICAL PANELS | 880(D) 8854 | SD | 90,450.000 | 23,792.000 | 23,792.000 | $0.02 | $0.00 | $475.84 | |
| 0093 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 18,090.000 | 29,695.000 | 29,695.000 | $0.02 | $0.00 | $593.90 | |
| 0094 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 126,090.000 | 14,814.000 | 14,814.000 | $0.02 | $0.00 | $296.28 | |
| 0095 | DRUMS | 880(F) 8878 | SD | 35,640.000 | 19,786.000 | 19,786.000 | $0.02 | $0.00 | $395.72 | |
| Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $54,820.83 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
| 0096 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 301.000 | 321.210 | 321.210 | $20.00 | $0.00 | $6,424.20 | |
| 0097 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 455.000 | 702.000 | 702.000 | $23.00 | $0.00 | $16,146.00 | |
| 0098 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 63,705.000 | 66,936.500 | 66,936.500 | $0.60 | $0.00 | $40,161.90 | |
| 0099 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,242.000 | 1,287.600 | 1,287.600 | $0.61 | $0.00 | $785.44 | |
| 0100 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 186.000 | 140.000 | 140.000 | $1.72 | $0.00 | $240.80 | |
| 0101 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $115.00 | $0.00 | $230.00 | |
| 0102 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
| 0103 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 1.000 | 1.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
| 0104 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 14.000 | 14.000 | 14.000 | $20.00 | $0.00 | $280.00 | |
| 0105 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 3.000 | 3.000 | 3.000 | $100.00 | $0.00 | $300.00 | |
| Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $0.00 | $65,568.34 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0600/STAKING | ||||||||
| 0106 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $50,000.00 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0107 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
| 0108 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $275,000.00 | $0.00 | $275,000.00 | |
| 0109 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $395,000.00 | ||||||||
| Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0850/Non ARRA Funding | ||||||||
| 8000 | (SP)LIME | 327(D) 4230 | TON | 0.000 | 526.440 | 0.000 | 526.440 | $171.50 | $0.00 | $90,284.46 |
| 8001 | (SP)LIME MODIFIED SUBGRADE | 327(I) 4280 | SY | 0.000 | 53,009.640 | 0.000 | 53,009.640 | $3.96 | $0.00 | $209,918.17 |
| Subtotals For Category 0850/Non ARRA Funding | $0.00 | $300,202.63 | ||||||||
| Subtotals For Project NH-STIM(240)SS /17126(04) | $-2,160.00 | $5,476,140.45 | ||||||||