| Contract ID: | 100002 | Estimate Number: | 0033 , Final | Spec Year: | 1999 | |||
| Primary JP: | 25922(04) | Residency: | PURCELL (03200) | Contract No: | 510925 | |||
| Date Created: | 08/12/2015 | Contractor FEI: | 731204879 | Account No: | 400300 |
| Project Number(s): | IM-0035-2(307)111MS | ||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE CITY STREET (ROCK CREEK ROAD): FROM 36TH AVENUE, EXTEND EAST IN THE CITY OF NORMAN. PROJECT LENGTH = 0.706 MILE. | ||||||||
| Primary County: | CLEVELAND | ||||||||
| Name of Road: | CITY STREET | ||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | Time Charged: | 665.00 | ||||||
| 2401 S. BROADWAY | Time Allowed: | 1059.00 | |||||||
| MOORE , OK 73160 | Percent Time: | 62.80 % | |||||||
| Paid To Date: | $4,981,044.12 | Payable This Statement: | $-21,413.96 |
| 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. |
| SILVER STAR CONSTRUCTION COMPANY, 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: | 100002 | Estimate Number: | 0033 | Contract No: | 510925 | |||
| Residency: | PURCELL (03200) | Estimate Type: | Final | Account No: | 400300 | |||
| Project Number(s): | IM-0035-2(307)111MS | ||||||||||||
| Primary Job Piece No: | 25922(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE CITY STREET (ROCK CREEK ROAD): FROM 36TH AVENUE, EXTEND EAST IN THE CITY OF NORMAN. PROJECT LENGTH = 0.706 MILE. | ||||||||||||
| Primary County: | CLEVELAND | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
| 2401 S. BROADWAY | |||||||||||||
| MOORE , OK 73160 | |||||||||||||
| Surety Company: | AMERICAN STATES INSURANCE CO. | ||||||||||||
| Date Let: | 01/28/2010 | NTP Effective Date: | 06/07/2010 | Pay Period: | 04/01/2012 TO 05/12/2015 |
| Date Awarded: | 02/01/2010 | Date Work Began: | 06/08/2010 | Original Contract Time: | 385 |
| Date Contract Executed: | 02/18/2010 | Date Time Stopped: | 04/30/2013 | Current Time Charged: | 665.00 |
| Date NTP Issued: | 02/25/2010 | Completion Date: | 04/30/2013 | Current Time Allowed: | 1059.00 |
| General Liability Expires: | 04/01/2016 | Workman's Comp Expires: | 04/01/2016 | Percent Time Used: | 62.80 % |
| Specification Year: | 1999 | ||||
| Bid Amount: | $4,989,217.89 | Total to Date | Prev to Date | This Estimate | |||
| Funds Available (Bid + Positive C/O): | $5,063,194.12 | Participating: | $4,849,860.97 | $4,896,389.20 | $-46,528.23 | ||
| Percent Complete: | 98.38 % | Non Participating: | $123,631.15 | $27,659.55 | $95,971.60 | ||
| Unearned Balance: | $82,150.00 | Total Earnings: | $4,973,492.12 | $4,924,048.75 | $49,443.37 | ||
| Stockpiled Materials: | $0.00 | $69,313.55 | $-69,313.55 | ||||
| Gross Earnings: | $4,973,492.12 | $4,993,362.30 | $-19,870.18 | ||||
| Other Adjustments: | $7,552.00 | $73,095.78 | $-65,543.78 | ||||
| Liq Dam/Disincentive: | $0.00 | $-64,000.00 | $64,000.00 | ||||
| TOTAL: | $4,981,044.12 | $5,002,458.08 | $-21,413.96 | ||||
| Contract ID: | 100002 | Estimate Number: | 0033 | Primary JP: | 25922(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Change Order to add Pay Items for additional work. | Approved | 11/04/2011 | 0.0 | $32,315.00 |
| 002 | Addtional Items Added for Drainage and Erosion Issues | Approved | 11/08/2012 | 0.0 | $13,722.00 |
| 003 | Pay Item Revisions | Approved | 05/12/2014 | 0.0 | $18,234.95 |
| 004 | Addressing Pay Items and Time Adjustments | Approved | 06/03/2014 | 35.0 | $3,024.01 |
| 005 | CO for Removal Pay Items. | Approved | 12/09/2014 | 0.0 | $6,680.27 |
| 006 | Reduction of Price for Handrail for Warehouse Stock | Approved | 03/04/2015 | 0.0 | $-13,751.60 |
| 007 | CO FINALIZING CONTRACT ITEMS QUANTITIES | Approved | 03/30/2015 | 0.0 | $-75,950.40 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 25922(04) | 0017 | HANDRAIL - MOH | Stockpiled Material Closure | 0033 | $-63,656.60 |
| 25922(04) | 0017 | HANDRAIL - MOH | Stockpiled Material Initial Payment | 0031 | $63,656.60 |
| 25922(04) | 0054 | BEAMS - MOH | Stockpiled Material Initial Payment | 0004 | $267,463.71 |
| 25922(04) | 0054 | BEAMS - MOH | Stockpiled Material Adjustment | 0013 | $-102,927.06 |
| 25922(04) | 0054 | BEAMS - MOH | Stockpiled Material Adjustment | 0014 | $-164,536.65 |
| 25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $988.82 |
| 25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-988.82 |
| 25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $1,576.82 |
| 25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-1,576.82 |
| 25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-1,745.57 |
| 25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $1,745.57 |
| 25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-2,783.57 |
| 25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $2,783.57 |
| 25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Adjustment | 0014 | $-17,635.05 |
| 25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Initial Payment | 0014 | $17,635.05 |
| 25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Initial Payment | 0014 | $29,153.70 |
| 25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Adjustment | 0014 | $-24,286.50 |
| 25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Adjustment | 0025 | $-695.25 |
| 25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Closure | 0033 | $-4,171.95 |
| 25922(04) | 0064 | PILES - MOH | Stockpiled Material Adjustment | 0011 | $-3,154.00 |
| 25922(04) | 0064 | PILES - MOH | Stockpiled Material Initial Payment | 0007 | $3,420.00 |
| 25922(04) | 0064 | PILES - MOH | Stockpiled Material Closure | 0033 | $-266.00 |
| 25922(04) | 0065 | PILES - MOH | Stockpiled Material Adjustment | 0011 | $-22,701.00 |
| 25922(04) | 0065 | PILES - MOH | Stockpiled Material Closure | 0033 | $-1,219.00 |
| 25922(04) | 0065 | PILES - MOH | Stockpiled Material Initial Payment | 0007 | $23,920.00 |
| 25922(04) | 0086 | MOH - LIGHTING | Stockpiled Material Adjustment | 0026 | $-41,678.40 |
| 25922(04) | 0086 | MOH - LIGHTING | Stockpiled Material Initial Payment | 0008 | $41,678.40 |
| 25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Adjustment | 0026 | $-50,146.90 |
| 25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Initial Payment | 0008 | $50,146.90 |
| 25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Initial Payment | 0008 | $54,507.50 |
| 25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Adjustment | 0026 | $-54,507.50 | Subtotals For Stockpile Payments | $0.00 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0027 | --5.0 | $1,000.00 | $-5,000.00 |
| System Application of Liquidated Damages | 0028 | --15 | $1,000.00 | $-15,000.00 |
| System Application of Liquidated Damages | 0029 | --13 | $1,000.00 | $-13,000.00 |
| System Application of Liquidated Damages | 0032 | --31 | $1,000.00 | $-31,000.00 |
| System Application of Liquidated Damages | 0033 | -64.0 | $1,000.00 | $64,000.00 | Subtotals For Liquidated Damages | $0.00 |
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| LD Adjustment (Prog. Est. Only) | 0027 | $5,000.00 |
| LD Adjustment (Prog. Est. Only) | 0028 | $15,000.00 |
| LD Adjustment (Prog. Est. Only) | 0029 | $13,000.00 |
| LD Adjustment (Prog. Est. Only) | 0032 | $31,000.00 |
| LD Adjustment (Prog. Est. Only) | 0033 | $-64,000.00 | 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 |
| 25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $171.18 |
| 25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $2,562.98 |
| 25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $2,029.77 |
| 25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 1,649.02 | $2.76 | $4,567.62 |
| 25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * QAQC | 0033 | 0.00 | $0.00 | $-1,759.78 |
| 25922(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $142.04 |
| 25922(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 42.34 | $8.53 | $361.18 |
| 25922(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | * QAQC | 0031 | 0.00 | $0.00 | $-738.99 |
| 25922(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | * QAQC | 0033 | 0.00 | $0.00 | $216.00 | Subtotals For Line Item Adjustments | $7,552.00 | * = 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: | 100002 | Estimate Number: | 0033 | Primary JP: | 25922(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: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $14,935.00 | $0.00 | $14,935.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 72,418.000 | 73,164.670 | 73,164.670 | $4.05 | $0.00 | $296,316.91 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 105,479.000 | 68,502.400 | -8,497.600 | 68,502.400 | $5.70 | $-48,436.32 | $390,463.68 |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $73,670.00 | $0.00 | $73,670.00 | |
| 0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 8,000.000 | 8,003.000 | 3.000 | 8,003.000 | $1.55 | $4.65 | $12,404.65 |
| 0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 20.000 | 0.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
| 0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 200.000 | 384.500 | 384.500 | $7.00 | $0.00 | $2,691.50 | |
| 0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 70,000.000 | 67,949.090 | 2,543.200 | 67,949.090 | $1.05 | $2,670.36 | $71,346.54 |
| 0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 44.000 | 0.000 | 0.000 | $208.00 | $0.00 | $0.00 | |
| 0010 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 756.000 | 879.330 | 1.009 | 879.330 | $38.40 | $38.75 | $33,766.28 |
| 0011 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 23,285.000 | 24,335.700 | -5,206.400 | 24,335.700 | $2.80 | $-14,577.92 | $68,139.97 |
| 0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 100.000 | 573.870 | 184.410 | 573.870 | $24.20 | $4,462.72 | $13,887.65 |
| 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 4,005.000 | 4,237.120 | 0.000 | 4,237.120 | $42.95 | $0.00 | $181,984.30 |
| 0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | 411(S5) 5970 | TON | 50.000 | 72.640 | 0.000 | 72.640 | $162.00 | $0.00 | $11,767.68 |
| 0015 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 21,693.000 | 22,651.600 | -730.030 | 22,651.600 | $30.90 | $-22,557.93 | $699,934.44 |
| 0016 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 140.000 | 140.000 | 140.000 | $8.30 | $0.00 | $1,162.00 | |
| 0017 | HANDRAILING | 504(G) 6006 | LF | 4,436.000 | 2,218.000 | 0.000 | 2,218.000 | $34.90 | $0.00 | $77,408.20 |
| 0018 | CLASS A CONCRETE | 509(B) 0321 | CY | 407.000 | 407.000 | 407.000 | $207.60 | $0.00 | $84,493.20 | |
| 0019 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 10.000 | 10.000 | $207.60 | $2,076.00 | $2,076.00 |
| 0020 | REINFORCING STEEL | 511(A) 0332 | LB | 71,000.000 | 71,000.000 | 71,000.000 | $0.52 | $0.00 | $36,920.00 | |
| 0021 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 5,700.000 | 4,882.560 | -817.440 | 4,882.560 | $1.56 | $-1,275.21 | $7,616.79 |
| 0022 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 6,948.000 | 6,876.000 | 6,876.000 | $5.50 | $0.00 | $37,818.00 | |
| 0023 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 1,137.000 | 1,219.000 | 1,219.000 | $16.60 | $0.00 | $20,235.40 | |
| 0024 | 5" CONCRETE SIDEWALK | 610(A) 0604 | SY | 8,400.000 | 10,464.020 | 90.390 | 10,464.020 | $30.85 | $2,788.53 | $322,815.01 |
| 0025 | 8" CONCRETE DRIVEWAY | 610(B) 5016 | SY | 310.000 | 556.420 | -0.010 | 556.420 | $54.50 | $-0.55 | $30,324.89 |
| 0026 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 240.000 | 482.000 | 482.000 | $18.30 | $0.00 | $8,820.60 | |
| 0027 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 6.000 | 6.000 | $1,560.00 | $0.00 | $9,360.00 | |
| 0028 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $2,080.00 | $0.00 | $4,160.00 | |
| 0029 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 8.000 | 9.000 | 9.000 | $310.00 | $0.00 | $2,790.00 | |
| 0030 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 1.000 | 1.000 | 1.000 | $2,075.00 | $0.00 | $2,075.00 | |
| 0031 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 4.000 | 4.000 | 4.000 | $1,300.00 | $0.00 | $5,200.00 | |
| 0032 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 5.000 | 5.000 | 5.000 | $1,660.00 | $0.00 | $8,300.00 | |
| 0033 | INLET CICI DES. 2 (2C) | 611(E) 5116 | EA | 2.000 | 2.000 | 2.000 | $2,077.00 | $0.00 | $4,154.00 | |
| 0034 | INLET CICI DES. 2 (B-D) | 611(E) 5118 | EA | 3.000 | 3.000 | 3.000 | $2,492.00 | $0.00 | $7,476.00 | |
| 0035 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 2.000 | 2.000 | 2.000 | $2,492.00 | $0.00 | $4,984.00 | |
| 0036 | INLET GPI TYPE 2 (DES. 11) | 611(E) 5337 | EA | 1.000 | 1.000 | 1.000 | $2,595.00 | $0.00 | $2,595.00 | |
| 0037 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 1.000 | $1,560.00 | $0.00 | $1,560.00 | |
| 0038 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 38.000 | 38.000 | 38.000 | $364.00 | $0.00 | $13,832.00 | |
| 0039 | JUNCTION BOXES | 611(J) 0487 | CF | 142.000 | 192.420 | 192.420 | $26.00 | $0.00 | $5,002.92 | |
| 0040 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 96.000 | 96.000 | 96.000 | $234.00 | $0.00 | $22,464.00 | |
| 0041 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 3.000 | 3.000 | $415.00 | $0.00 | $1,245.00 | |
| 0042 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 2.000 | 2.000 | 2.000 | $105.00 | $0.00 | $210.00 | |
| 0043 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 978.000 | 944.500 | 944.500 | $46.70 | $0.00 | $44,108.15 | |
| 0044 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 866.000 | 877.500 | 877.500 | $57.10 | $0.00 | $50,105.25 | |
| 0045 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 218.000 | 214.000 | 214.000 | $72.70 | $0.00 | $15,557.80 | |
| 0046 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 32.000 | 29.500 | 29.500 | $109.00 | $0.00 | $3,215.50 | |
| 0047 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 1.000 | 1.000 | 1.000 | $571.00 | $0.00 | $571.00 | |
| 0048 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 1.000 | $780.00 | $0.00 | $780.00 | |
| 0049 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $8,215.00 | $0.00 | $8,215.00 | |
| 0050 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,880.000 | 5,119.450 | 239.450 | 5,119.450 | $1.05 | $251.42 | $5,375.42 |
| 0051 | (PL)REMOVABLE BOLLARD | 623(M) 6510 | EA | 12.000 | 12.000 | 12.000 | $1,070.00 | $0.00 | $12,840.00 | |
| 8005 | (PL)STABILIZED CONSTRUCTION EXIT | 242 0400 | EA | 0.000 | 2.000 | 2.000 | 2.000 | $2,624.35 | $5,248.70 | $5,248.70 |
| 8006 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 0.000 | 320.000 | 320.000 | 320.000 | $4.00 | $1,280.00 | $1,280.00 |
| 8007 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 675.970 | 675.970 | 675.970 | $5.25 | $3,548.84 | $3,548.84 |
| 8008 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 0.000 | 400.000 | 400.000 | 400.000 | $4.00 | $1,600.00 | $1,600.00 |
| Subtotals For Category 0100/ROADWAY | $-62,877.96 | $2,748,852.27 | ||||||||
| Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0200/BRIDGE 'A' | ||||||||
| 0052 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 290.000 | 290.000 | 290.000 | $26.00 | $0.00 | $7,540.00 | |
| 0053 | CLSM BACKFILL | 501(G) 6309 | CY | 377.200 | 383.200 | 6.000 | 383.200 | $127.00 | $762.00 | $48,666.40 |
| 0054 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 2,072.000 | 2,072.000 | 2,072.000 | $207.60 | $0.00 | $430,147.20 | |
| 0055 | APPROACH SLAB | 504(A) 1304 | SY | 526.000 | 526.000 | 526.000 | $145.30 | $0.00 | $76,427.80 | |
| 0056 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 160.000 | 160.000 | 160.000 | $244.00 | $0.00 | $39,040.00 | |
| 0057 | CONCRETE PARAPET | 504(F) 1381 | LF | 643.330 | 643.330 | 643.330 | $88.30 | $0.00 | $56,806.04 | |
| 0058 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 643.330 | 643.330 | 643.330 | $72.70 | $0.00 | $46,770.09 | |
| 0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,760.000 | 2,760.000 | 2,760.000 | $3.20 | $0.00 | $8,832.00 | |
| 0060 | CLASS AA CONCRETE | 509(A) 1326 | CY | 583.500 | 583.500 | 583.500 | $425.00 | $0.00 | $247,987.50 | |
| 0061 | CLASS A CONCRETE | 509(B) 1328 | CY | 321.700 | 321.700 | 321.700 | $550.00 | $0.00 | $176,935.00 | |
| 0062 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,248.000 | 1,248.000 | 1,248.000 | $95.50 | $0.00 | $119,184.02 | |
| 0063 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 151,410.000 | 153,665.010 | 0.000 | 153,665.010 | $0.88 | $0.00 | $135,225.21 |
| 0064 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 166.000 | 166.000 | 0.000 | 166.000 | $30.00 | $0.00 | $4,980.00 |
| 0065 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 987.000 | 987.000 | 0.000 | 987.000 | $35.30 | $0.00 | $34,841.10 |
| 0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 166.000 | 145.420 | -6.000 | 145.420 | $11.40 | $-68.40 | $1,657.79 |
| 0067 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 987.000 | 858.720 | 858.720 | $11.40 | $0.00 | $9,789.40 | |
| 0068 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 26.000 | 26.000 | 26.000 | $602.00 | $0.00 | $15,652.00 | |
| 0069 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,299.000 | 1,299.000 | 1,299.000 | $3.65 | $0.00 | $4,741.35 | |
| 0070 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 114.000 | 114.000 | 114.000 | $779.00 | $0.00 | $88,806.00 | |
| 0071 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 74.000 | 74.000 | 74.000 | $5.20 | $0.00 | $384.80 | |
| 0072 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 1.000 | $208.00 | $0.00 | $208.00 | |
| 0073 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,005.00 | $0.00 | $16,080.00 | |
| 0074 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 32.000 | 32.000 | 32.000 | $1,002.00 | $0.00 | $32,064.00 | |
| 0075 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 332.000 | 332.000 | 332.000 | $15.60 | $0.00 | $5,179.20 | |
| 0076 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 148.000 | 254.000 | 254.000 | $15.60 | $0.00 | $3,962.40 | |
| 0077 | (PL)ORNAMENTAL FENCE | 624 5910 | LF | 523.330 | 650.000 | 650.000 | $73.80 | $0.00 | $47,970.00 | |
| 0078 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 643.330 | 643.330 | 643.330 | $3.10 | $0.00 | $1,994.32 | |
| 0079 | (PL)PULL BOX | 803 8060 | EA | 6.000 | 6.000 | 6.000 | $727.00 | $0.00 | $4,362.00 | |
| 8003 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $7,900.00 | $7,900.00 | $7,900.00 |
| 8004 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $5,060.00 | $5,060.00 | $5,060.00 |
| Subtotals For Category 0200/BRIDGE 'A' | $13,653.60 | $1,679,193.62 | ||||||||
| Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0300/TRAFFIC | ||||||||
| 0080 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 50.000 | 50.000 | 50.000 | $8.30 | $0.00 | $415.00 | |
| 0081 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 70.000 | 198.000 | 198.000 | $10.40 | $0.00 | $2,059.20 | |
| 0082 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 8,550.000 | 8,550.000 | 8,550.000 | $3.10 | $0.00 | $26,505.00 | |
| 0083 | PULL BOX(SIZE I) | 803 8065 | EA | 2.000 | 2.000 | 2.000 | $415.30 | $0.00 | $830.60 | |
| 0084 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 26.000 | 25.880 | -0.360 | 25.880 | $467.00 | $-168.12 | $12,085.96 |
| 0085 | REINFORCING STEEL | 804(B) 2916 | LB | 1,470.000 | 1,470.000 | 1,470.000 | $1.56 | $0.00 | $2,293.20 | |
| 0086 | (PL) ENHANCEMENT LIGHTING (COMPLETE) | 809 8090 | EA | 48.000 | 48.000 | 48.000 | $1,090.00 | $0.00 | $52,320.00 | |
| 0087 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 48.000 | 48.000 | 48.000 | $1,547.00 | $0.00 | $74,256.00 | |
| 0088 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $6,490.00 | $0.00 | $6,490.00 | |
| 0089 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 18,090.000 | 18,090.000 | 18,090.000 | $0.78 | $0.00 | $14,110.20 | |
| 0090 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 4,320.000 | 4,320.000 | 4,320.000 | $0.26 | $0.00 | $1,123.20 | |
| 0091 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.360 | 30.540 | 30.540 | $20.80 | $0.00 | $635.23 | |
| 0092 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 26.000 | 72.000 | 72.000 | $17.65 | $0.00 | $1,270.80 | |
| 0093 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 18,860.000 | 13,406.000 | 13,406.000 | $0.52 | $0.00 | $6,971.12 | |
| 0094 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 70.000 | 313.500 | 313.500 | $1.05 | $0.00 | $329.18 | |
| 0095 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 144.000 | 205.000 | 205.000 | $3.10 | $0.00 | $635.50 | |
| 0096 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 4.000 | 6.000 | 6.000 | $84.00 | $0.00 | $504.00 | |
| 0097 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | $187.00 | $0.00 | $374.00 | |
| 0098 | PAVEMENT MARKERS CLASS C TYPE 2-C | 857(A) 8947 | EA | 100.000 | 222.000 | 222.000 | $19.75 | $0.00 | $4,384.50 | |
| 0099 | PAVEMENT MARKERS CLASS C TYPE 2-D | 857(A) 8950 | EA | 84.000 | 93.000 | 93.000 | $19.75 | $0.00 | $1,836.75 | |
| 0100 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 1.000 | $8,410.00 | $0.00 | $8,410.00 | |
| Subtotals For Category 0300/TRAFFIC | $-168.12 | $217,839.44 | ||||||||
| Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0600/STAKING | ||||||||
| 0101 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $32,445.00 | $1,622.25 | $32,445.00 |
| Subtotals For Category 0600/STAKING | $1,622.25 | $32,445.00 | ||||||||
| Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0102 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $12,420.00 | $1,242.00 | $12,420.00 |
| 0103 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $13,600.00 | $0.00 | $13,600.00 | |
| 0104 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $145,510.64 | $0.00 | $145,510.64 | |
| Subtotals For Category 0640/CONSTRUCTION | $1,242.00 | $171,530.64 | ||||||||
| Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0900/NON PARTICIPATING | ||||||||
| 0105 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 5,703.000 | 5,703.000 | 5,703.000 | $4.85 | $0.00 | $27,659.55 | |
| 8000 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 0.000 | 50.000 | 50.000 | 50.000 | $8.30 | $415.00 | $415.00 |
| 8001 | RETAINING WALL | 510(A) 6333 | SY | 0.000 | 60.000 | 60.000 | 60.000 | $116.66 | $7,000.00 | $7,000.00 |
| 8002 | CONSTRUCTION MISCELLANEOUS | 104 0150 | TON | 0.000 | 83.000 | 83.000 | 83.000 | $300.00 | $24,900.00 | $24,900.00 |
| 8009 | HANDRAILING | 504(G) 6006 | LF | 0.000 | 2,218.000 | 2,218.000 | 2,218.000 | $28.70 | $63,656.60 | $63,656.60 |
| Subtotals For Category 0900/NON PARTICIPATING | $95,971.60 | $123,631.15 | ||||||||
| Subtotals For Project IM-0035-2(307)111MS /25922(04) | $49,443.37 | $4,973,492.12 | ||||||||