Contract ID: | 090600 | Estimate Number: | 0030 , Final | Spec Year: | 1999 | |||
Primary JP: | 26702(04) | Residency: | CRAIG & KEITHLINE, INC. (08007) | Contract No: | 510443 | |||
Date Created: | 11/02/2011 | Contractor FEI: | 201749126 | Account No: | 400800 |
Project Number(s): | STP-STIM(283)IG | ||||||||
Contract Description: | PAVEMENT REHABILITATION CITY STREET (SOUTHWEST BLVD.): FROM 23RD ST. TO THE ARKANSAS RIVER BRIDGE IN THE CITY OF TULSA. PROJECT LENGTH = 0.80 MILES. | ||||||||
Primary County: | TULSA | ||||||||
Name of Road: | CITY STREET | ||||||||
Prime Contractor: | PARAGON CONTRACTORS, LLC | Time Charged: | 484.00 | ||||||
11 E. 5TH ST., SUITE 500 | Time Allowed: | 484.00 | |||||||
TULSA , OK 74103 | Percent Time: | 100.00 % |
Paid To Date: | $3,187,530.70 | Payable This Statement: | $49.19 |
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. |
PARAGON CONTRACTORS, LLC |
_________________________________________________ |
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: | 090600 | Estimate Number: | 0030 | Contract No: | 510443 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Final | Account No: | 400800 | |||
Project Number(s): | STP-STIM(283)IG | ||||||||||||
Primary Job Piece No: | 26702(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION CITY STREET (SOUTHWEST BLVD.): FROM 23RD ST. TO THE ARKANSAS RIVER BRIDGE IN THE CITY OF TULSA. PROJECT LENGTH = 0.80 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | PARAGON CONTRACTORS, LLC | ||||||||||||
11 E. 5TH ST., SUITE 500 | |||||||||||||
TULSA , OK 74103 | |||||||||||||
Surety Company: | THE GUARANTEE COMPANY OF NORTH AMERICA USA | ||||||||||||
Date Let: | 09/17/2009 | NTP Effective Date: | 11/30/2009 | Pay Period: | 10/02/2011 TO 11/01/2011 |
Date Awarded: | 10/05/2009 | Date Work Began: | 11/30/2009 | Original Contract Time: | 300 |
Date Contract Executed: | 10/13/2009 | Date Time Stopped: | 03/28/2011 | Current Time Charged: | 484.00 |
Date NTP Issued: | 10/23/2009 | Completion Date: | 03/28/2011 | Current Time Allowed: | 484.00 |
General Liability Expires: | 03/22/2012 | Workman's Comp Expires: | 03/22/2012 | Percent Time Used: | 100.00 % |
Specification Year: | 1999 | ||||
Current Contract Amount: | $3,187,530.65 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,664,933.00 | Participating: | $2,077,155.29 | $2,076,458.41 | $696.88 | ||
Percent Complete: | 100 % | Non Participating: | $1,109,555.40 | $1,109,555.40 | $0.00 | ||
Funds Available: | $-0.05 | Non ARRA: | $820.00 | $820.00 | $0.00 | ||
Unearned Balance: | $-522,597.70 | Total Earnings: | $3,187,530.69 | $3,186,833.81 | $696.88 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $3,187,530.69 | $3,186,833.81 | $696.88 | ||||
Other Adjustments: | $0.01 | $647.70 | $-647.69 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $3,187,530.70 | $3,187,481.51 | $49.19 |
Contract ID: | 090600 | Estimate Number: | 0030 | Primary JP: | 26702(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add new pay items related to pav't. over waterline. | Approved | 03/31/2010 | 0.0 | $17,590.40 |
002 | Traffic Signal Items additions and deletions. | Approved | 06/07/2010 | 0.0 | $59,242.44 |
003 | Adds three new pay items to the Sewer category. | Approved | 07/07/2010 | 30.0 | $103,037.67 |
004 | Adds 34 days and 18" HDPE | Approved | 11/09/2010 | 34.0 | $8,378.14 |
005 | Addresses overruns of various pay items. | Approved | 02/08/2011 | 0.0 | $320,186.89 |
006 | Provides for connecting 12" waterline to 30" waterline. | Approved | 02/08/2011 | 30.0 | $54,356.20 |
007 | Establishes a pay line for Asphalt Binder Adjustments | Approved | 10/03/2011 | 0.0 | $696.88 |
008 | Final Quantity Change Order | Approved | 11/01/2011 | 0.0 | $-40,890.97 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Initial Payment | 0008 | $38,098.80 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0015 | $-1,983.24 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0022 | $-3,539.30 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0021 | $-3,087.76 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0020 | $-5,238.30 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0019 | $-3,851.95 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0010 | $-1,229.99 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0012 | $-4,908.38 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0013 | $-474.86 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0014 | $-4,093.69 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Closure | 0023 | $-1,597.47 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0016 | $-1,382.80 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0017 | $-2,804.94 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0018 | $-3,906.12 |
26702(04) | 0025 | 19' x 30" RCP (substituted eliptical for arch) | Stockpiled Material Adjustment | 0010 | $-1,279.20 |
26702(04) | 0025 | 19' x 30" RCP (substituted eliptical for arch) | Stockpiled Material Adjustment | 0012 | $-4,264.00 |
26702(04) | 0025 | 19' x 30" RCP (substituted eliptical for arch) | Stockpiled Material Initial Payment | 0009 | $5,543.20 |
26702(04) | 0033 | Video Detection system components | Stockpiled Material Adjustment | 0017 | $-44,078.00 |
26702(04) | 0033 | Video Detection system components | Stockpiled Material Initial Payment | 0011 | $44,078.00 | 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 |
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 |
26702(04) | 0001 | UNCLASSIFIED EXCAVATION | * Material Discrepancy Adjustments | 0023 | -296.50 | $8.20 | $-2,431.30 |
26702(04) | 0001 | UNCLASSIFIED EXCAVATION | * Material Discrepancy Adjustments | 0025 | 296.50 | $8.20 | $2,431.30 |
26702(04) | 0005 | AGGREGATE BASE | * Material Discrepancy Adjustments | 0023 | -962.47 | $35.20 | $-33,878.94 |
26702(04) | 0005 | AGGREGATE BASE | * Material Discrepancy Adjustments | 0024 | 117.00 | $35.20 | $4,118.40 |
26702(04) | 0005 | AGGREGATE BASE | * Material Discrepancy Adjustments | 0025 | 845.47 | $35.20 | $29,760.54 |
26702(04) | 0007 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0016 | -6,640.90 | $1.00 | $-6,640.90 |
26702(04) | 0007 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0017 | 6,640.90 | $1.00 | $6,640.90 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $29.44 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $104.89 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $361.07 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $18.09 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $132.39 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $71.83 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $44.89 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | -14.64 | $7.84 | $-114.91 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0030 | 0.00 | $0.00 | $-647.69 |
26702(04) | 0009 | (PL)CRACK SEALING P.C.PAVEMENT | * Material Discrepancy Adjustments | 0023 | -5,161.60 | $5.38 | $-27,769.41 |
26702(04) | 0009 | (PL)CRACK SEALING P.C.PAVEMENT | * Material Discrepancy Adjustments | 0025 | 5,161.60 | $5.38 | $27,769.41 |
26702(04) | 0010 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * Material Discrepancy Adjustments | 0023 | -2,618.10 | $49.55 | $-129,726.86 |
26702(04) | 0010 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | * Material Discrepancy Adjustments | 0025 | 2,618.10 | $49.55 | $129,726.86 |
26702(04) | 0011 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | * Material Discrepancy Adjustments | 0023 | -161.39 | $63.70 | $-10,280.54 |
26702(04) | 0011 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | * Material Discrepancy Adjustments | 0025 | 161.39 | $63.70 | $10,280.54 |
26702(04) | 0018 | MANHOLE (8' DIA.METER) | * Material Discrepancy Adjustments | 0016 | -1.00 | $3,779.07 | $-3,779.07 |
26702(04) | 0018 | MANHOLE (8' DIA.METER) | * Material Discrepancy Adjustments | 0017 | 1.00 | $3,779.07 | $3,779.07 |
26702(04) | 0019 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0016 | -7.00 | $3,563.00 | $-24,941.00 |
26702(04) | 0019 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0017 | 7.00 | $3,563.00 | $24,941.00 |
26702(04) | 0019 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0023 | -6.00 | $3,563.00 | $-21,378.00 |
26702(04) | 0019 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0025 | 6.00 | $3,563.00 | $21,378.00 |
26702(04) | 0020 | INLET CICI DES. 2 (B) | * Material Discrepancy Adjustments | 0016 | -1.00 | $2,958.00 | $-2,958.00 |
26702(04) | 0020 | INLET CICI DES. 2 (B) | * Material Discrepancy Adjustments | 0017 | 1.00 | $2,958.00 | $2,958.00 |
26702(04) | 0024 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0016 | -64.00 | $41.00 | $-2,624.00 |
26702(04) | 0024 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0017 | 64.00 | $41.00 | $2,624.00 |
26702(04) | 0027 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0023 | -2,618.11 | $5.00 | $-13,090.55 |
26702(04) | 0027 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0025 | 2,618.11 | $5.00 | $13,090.55 |
26702(04) | 8003 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0016 | -4,319.10 | $1.00 | $-4,319.10 |
26702(04) | 8003 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0017 | 4,319.10 | $1.00 | $4,319.10 |
26702(04) | 8010 | 5/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0017 | -645.00 | $1.12 | $-722.40 |
26702(04) | 8010 | 5/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0018 | 645.00 | $1.12 | $722.40 |
26702(04) | 8011 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0017 | -645.00 | $3.33 | $-2,147.85 |
26702(04) | 8011 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0018 | 645.00 | $3.33 | $2,147.85 |
26702(04) | 8012 | 1/C NO.12 ELECT.COND. | * Material Discrepancy Adjustments | 0017 | -645.00 | $0.92 | $-593.40 |
26702(04) | 8012 | 1/C NO.12 ELECT.COND. | * Material Discrepancy Adjustments | 0018 | 645.00 | $0.92 | $593.40 |
26702(04) | 8013 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | * Material Discrepancy Adjustments | 0017 | -313.00 | $0.92 | $-287.96 |
26702(04) | 8013 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | * Material Discrepancy Adjustments | 0018 | 313.00 | $0.92 | $287.96 |
26702(04) | 8014 | 1/C NO.6 ELECT.COND. | * Material Discrepancy Adjustments | 0017 | -633.00 | $1.58 | $-1,000.14 |
26702(04) | 8014 | 1/C NO.6 ELECT.COND. | * Material Discrepancy Adjustments | 0018 | 633.00 | $1.58 | $1,000.14 | Subtotals For Line Item Adjustments | $0.00 | * = 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: | 090600 | Estimate Number: | 0030 | Primary JP: | 26702(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: STP-STIM(283)IG | Project: 26702(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 6,722.000 | 7,018.000 | 7,018.000 | $8.20 | $0.00 | $57,547.59 | |
0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 400.000 | 0.000 | 0.000 | $4.60 | $0.00 | $0.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,000.000 | 439.000 | 439.000 | $2.75 | $0.00 | $1,207.25 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,500.000 | 405.000 | 405.000 | $3.20 | $0.00 | $1,296.00 | |
0005 | AGGREGATE BASE | 303 0192 | CY | 5,171.000 | 6,804.440 | 6,804.440 | $35.20 | $0.00 | $239,516.28 | |
0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 17,229.000 | 19,432.370 | 19,432.370 | $1.00 | $0.00 | $19,432.37 | |
0007 | SEPARATOR FABRIC | 325 5271 | SY | 17,233.000 | 19,432.370 | 19,432.370 | $1.00 | $0.00 | $19,432.37 | |
0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 200.000 | 232.360 | 0.000 | 232.360 | $75.25 | $0.00 | $17,485.09 |
0009 | (PL)CRACK SEALING P.C.PAVEMENT | 414 5169 | LF | 200.000 | 1,990.000 | 1,990.000 | $5.38 | $0.00 | $10,706.20 | |
0010 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5754 | SY | 14,135.000 | 16,420.180 | 16,420.180 | $49.55 | $0.00 | $813,619.95 | |
0011 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | 414(N) 5800 | SY | 3,098.000 | 2,424.780 | 2,424.780 | $63.70 | $0.00 | $154,458.48 | |
0012 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 598.000 | 606.190 | 606.190 | $100.00 | $0.00 | $60,619.00 | |
0013 | CLSM BACKFILL | 501(G) 6315 | CY | 575.000 | 54.490 | 54.490 | $83.09 | $0.00 | $4,527.57 | |
0014 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 4,463.000 | 3,232.000 | 3,232.000 | $5.70 | $0.00 | $18,422.40 | |
0015 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,485.000 | 2,710.550 | 2,710.550 | $38.60 | $0.00 | $104,627.23 | |
0016 | (PL)4" DECORATIVE CONCRETE SIDEWALK | 610(A) 0650 | SY | 1,060.000 | 873.020 | 873.020 | $69.00 | $0.00 | $60,238.38 | |
0017 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 370.000 | 587.420 | 587.420 | $61.50 | $0.00 | $36,126.34 | |
0018 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 1.000 | 3.000 | 3.000 | $3,779.07 | $0.00 | $11,337.21 | |
0019 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 24.000 | 24.000 | 24.000 | $3,563.00 | $0.00 | $85,512.00 | |
0020 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 2.000 | 2.000 | 2.000 | $2,958.00 | $0.00 | $5,916.00 | |
0021 | INLET CICI DES. 2 (2B) | 611(E) 5117 | EA | 1.000 | 1.000 | 1.000 | $4,225.00 | $0.00 | $4,225.00 | |
0022 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(2B) | 611(E) 5976 | EA | 1.000 | 1.000 | 1.000 | $6,400.00 | $0.00 | $6,400.00 | |
0023 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 42.000 | 39.000 | 39.000 | $716.00 | $0.00 | $27,924.00 | |
0024 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 83.000 | 80.000 | 80.000 | $41.00 | $0.00 | $3,280.00 | |
0025 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(B) 4404 | LF | 106.000 | 104.000 | 104.000 | $93.00 | $0.00 | $9,672.00 | |
0026 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 17,242.000 | 19,432.370 | 19,432.370 | $5.00 | $0.00 | $97,161.85 | |
0027 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 400.000 | 404.450 | 404.450 | $5.00 | $0.00 | $2,022.25 | |
0028 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 220.000 | 275.000 | 275.000 | $20.00 | $0.00 | $5,500.00 | |
0029 | GUARD RAIL ANCHOR UNIT (TYPE A) | 623(F) 4446 | EA | 1.000 | 0.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
8025 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $696.88 | $696.88 | $696.88 |
Subtotals For Category 0100/ROADWAY | $696.88 | $1,878,909.69 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0300/TRAFFIC | ||||||||
0030 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 500.000 | 0.000 | 0.000 | $10.68 | $0.00 | $0.00 | |
0031 | (PL)PULL BOX | 803 8060 | EA | 10.000 | 10.000 | 10.000 | $753.00 | $0.00 | $7,530.00 | |
0032 | (PL)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 600.000 | 0.000 | 0.000 | $75.25 | $0.00 | $0.00 | |
0033 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $73,100.00 | $0.00 | $73,100.00 | |
0034 | (PL)UNDERGROUND COMMUNICATION CABLE | 834 8358 | LF | 500.000 | 0.000 | 0.000 | $2.70 | $0.00 | $0.00 | |
0035 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,979.000 | 14,337.000 | 14,337.000 | $1.00 | $0.00 | $14,337.00 | |
0036 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 23.000 | 25.000 | 25.000 | $103.00 | $0.00 | $2,575.00 | |
0037 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 24.000 | 22.000 | 22.000 | $5.40 | $0.00 | $118.80 | |
0038 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 8,650.000 | 4,020.000 | 4,020.000 | $0.55 | $0.00 | $2,211.00 | |
0039 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,000.000 | 0.000 | 0.000 | $0.15 | $0.00 | $0.00 | |
0040 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 17,600.000 | 13,664.000 | 13,664.000 | $0.30 | $0.00 | $4,099.20 | |
0041 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,000.000 | 24,712.000 | 24,712.000 | $0.50 | $0.00 | $12,356.00 | |
0042 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 10,100.000 | 9,512.000 | 9,512.000 | $0.80 | $0.00 | $7,609.60 | |
0043 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,900.000 | 17,181.000 | 17,181.000 | $0.50 | $0.00 | $8,590.50 | |
0044 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 29,900.000 | 40,356.000 | 40,356.000 | $0.15 | $0.00 | $6,053.40 | |
0045 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 46,500.000 | 15,916.000 | 15,916.000 | $0.05 | $0.00 | $795.80 | |
0046 | DRUMS | 880(F) 8878 | SD | 46,500.000 | 89,742.000 | 89,742.000 | $0.15 | $0.00 | $13,461.30 | |
0047 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 1.000 | 4.000 | 4.000 | $161.25 | $0.00 | $645.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $153,482.60 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0600/STAKING | ||||||||
0048 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $10,750.00 | $0.00 | $10,750.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $10,750.00 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0640/CONSTRUCTION | ||||||||
0049 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $34,013.00 | $0.00 | $34,013.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $34,013.00 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0850/Non ARRA Funding | ||||||||
8004 | 18" CORRUGATED POLYETHYLENE PIPE | 613(W) 4784 | LF | 0.000 | 20.000 | 20.000 | $41.00 | $0.00 | $820.00 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $820.00 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0900/NON-PARTICIPATING (CITY) WATERLINE | ||||||||
0050 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,635.00 | $0.00 | $10,635.00 | |
0051 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 3,306.000 | 4,531.000 | 4,531.000 | $8.50 | $0.00 | $38,513.51 | |
0052 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5754 | SY | 1,280.000 | 2,906.700 | 2,906.700 | $50.00 | $0.00 | $145,335.00 | |
0053 | COMBINED CURB & GUTTER (6" BARRIER) | 609(B) 0383 | LF | 3,318.000 | 2,897.000 | 2,897.000 | $13.50 | $0.00 | $39,109.50 | |
0054 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 262.000 | 279.100 | 279.100 | $41.00 | $0.00 | $11,443.10 | |
0055 | 12" WATER LINE CONNECTION | 616 0135 | EA | 2.000 | 4.000 | 4.000 | $6,875.00 | $0.00 | $27,500.00 | |
0056 | 10" DUCTILE IRON PIPE | 616(A) 5123 | LF | 90.000 | 130.000 | 130.000 | $59.50 | $0.00 | $7,735.00 | |
0057 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 3,595.000 | 3,693.000 | 3,693.000 | $59.50 | $0.00 | $219,733.50 | |
0058 | 6" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5810 | LF | 615.000 | 815.000 | 815.000 | $46.65 | $0.00 | $38,019.75 | |
0059 | 6" GATE VALVE | 616(D) 1070 | EA | 24.000 | 25.000 | 25.000 | $758.00 | $0.00 | $18,950.00 | |
0060 | 12" GATE VALVE | 616(D) 1100 | EA | 23.000 | 20.000 | 20.000 | $2,920.00 | $0.00 | $58,400.00 | |
0061 | STANDARD VALVE BOX | 616(D) 7051 | EA | 47.000 | 47.000 | 47.000 | $217.00 | $0.00 | $10,199.00 | |
0062 | FIRE HYDRANTS | 616(G) 1192 | EA | 11.000 | 11.000 | 11.000 | $2,925.00 | $0.00 | $32,175.00 | |
0063 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 13.000 | 26.000 | 26.000 | $580.00 | $0.00 | $15,080.00 | |
0064 | 2" SOLID SLEEVE | 616(I) 0010 | EA | 3.000 | 1.000 | 1.000 | $225.00 | $0.00 | $225.00 | |
0065 | 6" SOLID SLEEVE | 616(I) 0018 | EA | 6.000 | 12.000 | 12.000 | $265.00 | $0.00 | $3,180.00 | |
0066 | 10" SOLID SLEEVE | 616(I) 0022 | EA | 3.000 | 3.000 | 3.000 | $500.00 | $0.00 | $1,500.00 | |
0067 | 12" SOLID SLEEVE | 616(I) 0024 | EA | 1.000 | 3.000 | 3.000 | $699.00 | $0.00 | $2,097.00 | |
0068 | 6" X 6" X 6" TEE | 616(J) 0022 | EA | 2.000 | 4.000 | 4.000 | $433.00 | $0.00 | $1,732.00 | |
0069 | 12" X 12" X 6" TEE | 616(J) 0030 | EA | 10.000 | 14.000 | 14.000 | $785.00 | $0.00 | $10,990.00 | |
0070 | 12" X 12" X 10" TEE | 616(J) 0039 | EA | 3.000 | 3.000 | 3.000 | $980.00 | $0.00 | $2,940.00 | |
0071 | 6" 11 1/4 DEGREE FITTING | 616(K) 0041 | EA | 4.000 | 4.000 | 4.000 | $255.00 | $0.00 | $1,020.00 | |
0072 | 6" 45 DEGREE FITTING | 616(K) 0042 | EA | 50.000 | 45.000 | 45.000 | $195.00 | $0.00 | $8,775.00 | |
0073 | 12" 45 DEGREE FITTING | 616(K) 0047 | EA | 12.000 | 17.000 | 17.000 | $500.00 | $0.00 | $8,500.00 | |
0074 | 12" 22 1/2 DEGREE FITTING | 616(K) 0054 | EA | 39.000 | 39.000 | 39.000 | $556.00 | $0.00 | $21,684.00 | |
0075 | 6" X 4" REDUCER | 616(L) 0070 | EA | 3.000 | 2.000 | 2.000 | $207.00 | $0.00 | $414.00 | |
0076 | 4" X 2" REDUCER | 616(L) 0079 | EA | 3.000 | 2.000 | 2.000 | $225.00 | $0.00 | $450.00 | |
0077 | 12" X 12" X 12" X 12" CROSS | 616(M) 0082 | EA | 5.000 | 4.000 | 4.000 | $1,155.00 | $0.00 | $4,620.00 | |
0078 | SERVICE CONNECTION (SHORT) | 616(N) 0090 | EA | 25.000 | 31.000 | 31.000 | $140.00 | $0.00 | $4,340.00 | |
0079 | SERVICE CONNECTION (LONG) | 616(N) 0092 | EA | 2.000 | 4.000 | 4.000 | $904.00 | $0.00 | $3,616.00 | |
0080 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 3,318.000 | 2,897.000 | 2,897.000 | $2.50 | $0.00 | $7,242.50 | |
0081 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,280.000 | 3,075.370 | 3,075.370 | $5.50 | $0.00 | $16,914.54 | |
0082 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 262.000 | 279.100 | 279.100 | $6.00 | $0.00 | $1,674.60 | |
8001 | AGGREGATE BASE | 303 0192 | CY | 0.000 | 1,311.600 | 1,311.600 | $35.20 | $0.00 | $46,168.32 | |
8002 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 0.000 | 3,934.810 | 3,934.810 | $1.00 | $0.00 | $3,934.81 | |
8003 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 3,934.810 | 3,934.810 | $1.00 | $0.00 | $3,934.81 | |
8020 | VALVE BOX EXTENSION | 616(D) 7078 | EA | 0.000 | 2.000 | 2.000 | $165.00 | $0.00 | $330.00 | |
8021 | 24" WELDED STEEL CONDUIT (BORED) | 616 0172 | LF | 0.000 | 60.000 | 60.000 | $408.48 | $0.00 | $24,508.80 | |
8023 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | 414(N) 5800 | SY | 0.000 | 168.680 | 168.680 | $63.70 | $0.00 | $10,744.92 | |
8024 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 0.000 | 42.170 | 42.170 | $100.00 | $0.00 | $4,217.00 | |
Subtotals For Category 0900/NON-PARTICIPATING (CITY) WATERLINE | $0.00 | $868,581.66 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0901/NON-PARTICIPATING (CITY) SEWER | ||||||||
0083 | 8" DUCTILE IRON PIPE | 616(A) 5122 | LF | 284.000 | 14.000 | 14.000 | $222.00 | $0.00 | $3,108.00 | |
8017 | 8" PIPE SEWER REMOVED & RELAID | 612(S) 0676 | LF | 0.000 | 640.000 | 640.000 | $246.97 | $0.00 | $158,060.80 | |
8018 | SANITARY SEWER SERVICE CONNECTION | 615(D) 0300 | EA | 0.000 | 3.000 | 3.000 | $3,495.66 | $0.00 | $10,486.98 | |
8019 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 1.000 | $3,150.00 | $0.00 | $3,150.00 | |
Subtotals For Category 0901/NON-PARTICIPATING (CITY) SEWER | $0.00 | $174,805.78 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0902/STAKING - NON-PARTICIPATING | ||||||||
0084 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $2,910.03 | $0.00 | $2,910.04 | |
Subtotals For Category 0902/STAKING - NON-PARTICIPATING | $0.00 | $2,910.04 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0903/Federal Non Participating | ||||||||
8006 | 2" GALV.STEEL ELECT.COND. TRENCHED | 802(A) 8314 | LF | 0.000 | 178.000 | 178.000 | $25.20 | $0.00 | $4,485.60 | |
8007 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 0.000 | 501.000 | 501.000 | $35.70 | $0.00 | $17,885.70 | |
8008 | SERVICE POLE | 810(A) 3118 | EA | 0.000 | 1.000 | 1.000 | $971.25 | $0.00 | $971.25 | |
8009 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 0.000 | 1.000 | 1.000 | $21,071.19 | $0.00 | $21,071.19 | |
8010 | 5/C TRAF.SIG.EL.CABLE | 834(A) 8207 | LF | 0.000 | 1,490.000 | 1,490.000 | $1.12 | $0.00 | $1,668.80 | |
8011 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 0.000 | 1,490.000 | 1,490.000 | $3.33 | $0.00 | $4,961.70 | |
8012 | 1/C NO.12 ELECT.COND. | 811 8046 | LF | 0.000 | 1,490.000 | 1,490.000 | $0.92 | $0.00 | $1,370.80 | |
8013 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 0.000 | 325.000 | 325.000 | $0.92 | $0.00 | $299.00 | |
8014 | 1/C NO.6 ELECT.COND. | 811 8040 | LF | 0.000 | 1,636.000 | 1,636.000 | $1.58 | $0.00 | $2,584.88 | |
8015 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 0.000 | 1.000 | 1.000 | $4,620.00 | $0.00 | $4,620.00 | |
8016 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 0.000 | 265.000 | 265.000 | $12.60 | $0.00 | $3,339.00 | |
Subtotals For Category 0903/Federal Non Participating | $0.00 | $63,257.92 | ||||||||
Subtotals For Project STP-STIM(283)IG /26702(04) | $696.88 | $3,187,530.69 |