Contract ID: | 110022 | Estimate Number: | 0020 , Final | Spec Year: | 2009 | |||
Primary JP: | 09477(08) | Residency: | ARDMORE (07200) | Contract No: | 611201 | |||
Date Created: | 03/10/2017 | Contractor FEI: | 731204879 | Account No: | 400700 |
Project Number(s): | BRFY-110B(170), STPY-110B(232), CIRB-110C(204)RB, SSP-110B(218)SS | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-70: FROM MERIDAN ROAD IN LONE GROVE, EXTEND EAST. CITY STREET (MERIDIAN ROAD): FROM US-70, EXTEND NORTH IN LONE GROVE. PROJECT LENGTH = 1.694 MILES. | ||||||||
Primary County: | CARTER | ||||||||
Name of Road: | US-70 | ||||||||
Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | Time Charged: | 179.00 | ||||||
2401 S. BROADWAY | Time Allowed: | 180.00 | |||||||
MOORE , OK 73160 | Percent Time: | 99.44 % |
Paid To Date: | $6,090,210.41 | Payable This Statement: | $45,095.03 |
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: | 110022 | Estimate Number: | 0020 | Contract No: | 611201 | |||
Residency: | ARDMORE (07200) | Estimate Type: | Final | Account No: | 400700 | |||
Project Number(s): | BRFY-110B(170), STPY-110B(232), CIRB-110C(204)RB, SSP-110B(218)SS | ||||||||||||
Primary Job Piece No: | 09477(08) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-70: FROM MERIDAN ROAD IN LONE GROVE, EXTEND EAST. CITY STREET (MERIDIAN ROAD): FROM US-70, EXTEND NORTH IN LONE GROVE. PROJECT LENGTH = 1.694 MILES. | ||||||||||||
Primary County: | CARTER | ||||||||||||
Name of Road: | US-70 | ||||||||||||
Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
2401 S. BROADWAY | |||||||||||||
MOORE , OK 73160 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 02/17/2011 | NTP Effective Date: | 05/09/2011 | Pay Period: | 07/01/2013 TO 04/18/2016 |
Date Awarded: | 03/07/2011 | Date Work Began: | 04/12/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 03/24/2011 | Date Time Stopped: | 04/15/2016 | Current Time Charged: | 179.00 |
Date NTP Issued: | 03/30/2011 | Completion Date: | 04/15/2016 | Current Time Allowed: | 180.00 |
General Liability Expires: | 04/01/2017 | Workman's Comp Expires: | 04/01/2017 | Percent Time Used: | 99.44 % |
Specification Year: | 2009 | ||||
Bid Amount: | $6,498,225.78 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $6,505,135.46 | Participating: | $6,093,495.03 | $6,036,734.55 | $56,760.48 | ||
Percent Complete: | 93.62 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $414,925.05 | Total Earnings: | $6,093,495.03 | $6,036,734.55 | $56,760.48 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $6,093,495.03 | $6,036,734.55 | $56,760.48 | ||||
Other Adjustments: | $-3,284.62 | $8,380.83 | $-11,665.45 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $6,090,210.41 | $6,045,115.38 | $45,095.03 |
Contract ID: | 110022 | Estimate Number: | 0020 | Primary JP: | 09477(08) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | CO #1 Adds Asphalt Items and Adds Items for CKD and Cem. Sub | Approved | 06/02/2011 | 0.0 | $4,991.35 |
002 | CO #2 Adds CKD and Cemt. Subgrade to CIRB project, Adds 18" | Approved | 02/16/2012 | 0.0 | $-10,905.53 |
003 | Add items for Inlet Adj, Storm Sewer, lime & ctb failings | Approved | 06/30/2016 | 0.0 | $1,918.33 |
004 | Final Contract Item Quantitites | Approved | 10/11/2016 | 0.0 | $-400,734.97 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
09477(08) | 0004 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-6,951.21 |
09477(08) | 0004 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0004 | $6,951.21 |
09477(08) | 0005 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0004 | $665.28 |
09477(08) | 0005 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0007 | $-343.74 |
09477(08) | 0005 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0005 | $-321.54 |
09477(08) | 0013 | PIPE-CGMP | Stockpiled Material Adjustment | 0013 | $-1,372.00 |
09477(08) | 0013 | PIPE-CGMP | Stockpiled Material Closure | 0015 | $-4,102.28 |
09477(08) | 0013 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $5,474.28 |
09477(08) | 0014 | PIPE-CGMP | Stockpiled Material Adjustment | 0005 | $-2,066.82 |
09477(08) | 0014 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $2,066.82 |
09477(08) | 0015 | PIPE-CGMP | Stockpiled Material Closure | 0015 | $-4,949.63 |
09477(08) | 0015 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $5,046.30 |
09477(08) | 0015 | PIPE-CGMP | Stockpiled Material Adjustment | 0013 | $-96.67 |
23293(04) | 0040 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0013 | $-90,584.78 |
23293(04) | 0040 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0004 | $90,584.78 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0005 | $-773.48 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Closure | 0015 | $-1,001.63 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0004 | $8,570.88 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0013 | $-4,091.41 |
23293(04) | 0041 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0011 | $-2,704.36 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0015 | $-344.43 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0006 | $-23,424.24 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0008 | $-6,876.84 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0005 | $-11,656.18 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0014 | $-10,750.32 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0012 | $-3,153.91 |
23293(04) | 0044 | NOMATS | Stockpiled Material Initial Payment | 0004 | $102,227.77 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0011 | $-10,558.31 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0013 | $-19,193.88 |
23293(04) | 0044 | NOMATS | Stockpiled Material Closure | 0016 | $-8,567.65 |
23293(04) | 0044 | NOMATS | Stockpiled Material Adjustment | 0009 | $-7,702.01 |
23293(04) | 0059 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $2,202.06 |
23293(04) | 0059 | PIPE-CGMP | Stockpiled Material Adjustment | 0008 | $-2,202.06 |
23293(04) | 0061 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $841.05 |
23293(04) | 0061 | PIPE-CGMP | Stockpiled Material Adjustment | 0008 | $-841.05 |
26499(04) | 0209 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0004 | $20,526.57 |
26499(04) | 0209 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-16,381.91 |
26499(04) | 0209 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0008 | $-4,144.66 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0011 | $-901.59 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0010 | $-252.54 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Initial Payment | 0004 | $1,830.84 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0008 | $-294.47 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Closure | 0015 | $-246.33 |
26499(04) | 0210 | FABRIC-BASE SEP | Stockpiled Material Adjustment | 0014 | $-135.91 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0014 | $-789.39 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0011 | $-5,418.12 |
26499(04) | 0214 | NOMATS | Stockpiled Material Initial Payment | 0004 | $19,645.62 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0012 | $-13,546.57 |
26499(04) | 0214 | NOMATS | Stockpiled Material Adjustment | 0013 | $108.46 |
26499(04) | 0222 | PIPE-CGMP | Stockpiled Material Adjustment | 0011 | $-1,007.04 |
26499(04) | 0222 | PIPE-CGMP | Stockpiled Material Initial Payment | 0004 | $1,007.04 | 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 |
Smoothness Deduction | 0020 | $-12,894.02 | Subtotals For Contract Adjustments | $-12,894.02 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
09477(08) | 0025 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-1,239.59 |
09477(08) | 0025 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-2,203.74 |
09477(08) | 0025 | CLASS AA CONCRETE | * CONCRETE DEDUCTION AS PER SPEC 509 | 0020 | 0.00 | $0.00 | $-3,785.10 |
09477(08) | 0025 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0020 | 0.00 | $0.00 | $2,203.74 |
09477(08) | 0025 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0020 | 0.00 | $0.00 | $1,239.59 |
23293(04) | 0047 | CLASS C CONCRETE | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-1,462.00 |
23293(04) | 0047 | CLASS C CONCRETE | * CONCRETE DEDUCTION AS PER SPEC 509 | 0020 | 0.00 | $0.00 | $-1,535.10 |
23293(04) | 0047 | CLASS C CONCRETE | * COMPRESSIVE STRENGTH | 0020 | 0.00 | $0.00 | $1,462.00 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 172.39 | $1.65 | $284.55 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 710.94 | $4.38 | $3,114.34 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 1,475.17 | $4.38 | $6,462.13 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | -2,358.50 | $3.54 | $-8,350.51 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $8,350.51 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-6,462.13 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-3,114.34 |
24806(04) | 0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-284.55 |
24806(04) | 0130 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0007 | 1,065.55 | $5.00 | $5,334.57 |
24806(04) | 0130 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | -3.23 | $-5.60 | $18.11 |
24806(04) | 0130 | SUPERPAVE, TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-34.28 |
24806(04) | 0131 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 79.23 | $1.88 | $149.46 |
24806(04) | 0131 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $-593.66 |
24806(04) | 0131 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -79.23 | $-5.60 | $444.20 |
26499(04) | 0213 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * COMPRESSIVE STRENGTH | 0015 | 0.00 | $0.00 | $-800.06 |
26499(04) | 0213 | P.C.CONCRETE PAVEMENT(PLACEMENT) | * COMPRESSIVE STRENGTH | 0020 | 0.00 | $0.00 | $800.06 |
26499(04) | 0215 | P.C. CONCRETE FOR PAVEMENT | * CONCRETE DEDUCTION AS PER SPEC 509 | 0020 | 0.00 | $0.00 | $-800.06 |
23293(04) | 8001 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 722.41 | $1.65 | $1,192.41 |
23293(04) | 8001 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 149.45 | $-4.90 | $-733.14 |
23293(04) | 8001 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $1,387.82 |
26499(04) | 8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $442.17 |
26499(04) | 8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 53.01 | $-4.90 | $-260.05 |
09477(08) | 8009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 26.44 | $-5.60 | $-148.23 |
09477(08) | 8009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $280.60 |
23293(04) | 8010 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 86.38 | $-5.60 | $-484.28 |
23293(04) | 8010 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $851.16 |
26499(04) | 8011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 23.25 | $-5.60 | $-130.35 |
26499(04) | 8011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $221.64 |
09477(08) | 8012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 230.25 | $1.65 | $380.05 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $7,029.73 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 2,331.12 | $3.54 | $8,253.56 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $-8,253.56 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $809.20 |
24806(04) | 8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 87.14 | $-4.90 | $-427.47 | Subtotals For Line Item Adjustments | $9,609.40 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
02 | Internal Milestone CIRB-110C(204)RB | 05/25/2011 | 08/15/2011 | Complete By 08/16/2011 | $5,000.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110022 | Estimate Number: | 0020 | Primary JP: | 09477(08) | |||
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: BRFY-110B(170) | Project: 09477(08) | Category: 0100/ROADWAY - BRFY-110B(170) | ||||||||
0001 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 599.000 | 483.640 | -43.200 | 483.640 | $34.00 | $-1,468.80 | $16,443.76 |
0002 | LIME | 307(D) 4230 | TON | 126.000 | 29.900 | 29.900 | $140.00 | $0.00 | $4,186.00 | |
0003 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 6,346.000 | 2,018.890 | 2,018.890 | $3.20 | $0.00 | $6,460.45 | |
0004 | CEMENT TREATED BASE | 317 4270 | SY | 2,933.000 | 2,491.330 | -406.450 | 2,491.330 | $14.00 | $-5,690.30 | $34,878.62 |
0005 | SEPARATOR FABRIC | 325 5271 | SY | 4,032.000 | 3,363.900 | -560.690 | 3,363.900 | $1.00 | $-560.69 | $3,363.90 |
0006 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 885.000 | 830.900 | -828.500 | 830.900 | $14.00 | $-11,599.00 | $11,632.60 |
0007 | PRIME COAT | 408 5774 | GAL | 1,546.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 47.000 | 0.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0009 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 3,231.000 | 2,881.780 | -589.330 | 2,881.780 | $15.00 | $-8,839.95 | $43,226.70 |
0010 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 578.000 | 533.330 | -74.670 | 533.330 | $30.00 | $-2,240.10 | $15,999.90 |
0011 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 724.000 | 736.840 | -160.910 | 736.840 | $95.00 | $-15,286.45 | $69,999.80 |
0012 | CLASS C CONCRETE | 509(D) 0325 | CY | 28.000 | 0.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
0013 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 532.000 | 532.000 | -80.000 | 532.000 | $22.00 | $-1,760.00 | $11,704.00 |
0014 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 152.000 | 336.000 | 44.000 | 336.000 | $28.00 | $1,232.00 | $9,408.00 |
0015 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 360.000 | 180.000 | -180.000 | 180.000 | $29.00 | $-5,220.00 | $5,220.00 |
0016 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 2.000 | 2.000 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
0017 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 2,098.000 | 2,413.330 | 2,413.330 | $4.00 | $0.00 | $9,653.32 | |
0018 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 1,712.000 | 2,873.830 | 2,873.830 | $4.00 | $0.00 | $11,495.32 | |
0019 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,904.000 | 48.000 | 48.000 | $3.65 | $0.00 | $175.20 | |
0020 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 175.000 | 175.000 | 175.000 | $27.00 | $0.00 | $4,725.00 | |
0021 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 1.000 | $1,600.00 | $0.00 | $1,600.00 | |
0022 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 1.000 | 1.000 | 1.000 | $2,700.00 | $0.00 | $2,700.00 | |
8002 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 2,941.000 | 466.990 | 2,941.000 | $2.95 | $1,377.62 | $8,675.95 |
8005 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 111.360 | 9.200 | 111.360 | $39.85 | $366.62 | $4,437.71 |
8009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 26.440 | 26.440 | 26.440 | $77.00 | $2,035.88 | $2,035.88 |
8012 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 230.250 | 230.250 | $60.00 | $0.00 | $13,815.00 | |
8021 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-83.72 | $-83.72 | $-83.72 |
Subtotals For Category 0100/ROADWAY - BRFY-110B(170) | $-47,736.89 | $293,453.39 | ||||||||
Fed/State Project Number: BRFY-110B(170) | Project: 09477(08) | Category: 0200/BRIDGE 'A' - BRFY-110B(170) | ||||||||
0023 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 3,045.000 | 3,045.000 | 0.000 | 3,045.000 | $8.00 | $0.00 | $24,360.00 |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 161.000 | 161.000 | 161.000 | $11.00 | $0.00 | $1,771.00 | |
0025 | CLASS AA CONCRETE | 509(A) 1326 | CY | 441.700 | 441.700 | 0.000 | 441.700 | $310.00 | $0.00 | $136,927.00 |
0026 | REINFORCING STEEL | 511(A) 1332 | LB | 77,120.000 | 77,120.000 | 77,120.000 | $1.00 | $0.00 | $77,120.00 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 1351 | TON | 500.000 | 496.270 | 496.270 | $50.00 | $0.00 | $24,813.50 | |
0028 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 1.000 | 1.000 | 1.000 | $16,000.00 | $0.00 | $16,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' - BRFY-110B(170) | $0.00 | $280,991.50 | ||||||||
Subtotals For Project BRFY-110B(170) /09477(08) | $-47,736.89 | $574,444.89 |
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: STPY-110B(232) | Project: 23293(04) | Category: 0100/ROADWAY - STPY-110B(232) | ||||||||
0029 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 49,878.000 | 49,878.000 | 49,878.000 | $5.70 | $0.00 | $284,304.60 | |
0030 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0031 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 2,628.000 | 2,628.000 | $1.10 | $0.00 | $2,890.80 | |
0032 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 16.000 | 0.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0033 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 126.000 | 1,050.000 | 1,050.000 | $7.00 | $0.00 | $7,350.00 | |
0034 | SOLID SLAB SODDING | 230(A) 2806 | SY | 63,418.000 | 17,859.990 | 17,859.990 | $1.35 | $0.00 | $24,110.99 | |
0035 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 14.000 | 5.230 | 5.230 | $320.00 | $0.00 | $1,673.60 | |
0036 | MOWING | 241 2832 | AC | 14.000 | 6.970 | 6.970 | $53.00 | $0.00 | $369.41 | |
0037 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 7,023.000 | 7,131.090 | -93.050 | 7,131.090 | $34.00 | $-3,163.70 | $242,457.06 |
0038 | LIME | 307(D) 4230 | TON | 1,008.000 | 42.910 | 42.910 | $140.00 | $0.00 | $6,007.40 | |
0039 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 45,894.000 | 3,775.000 | 3,775.000 | $3.20 | $0.00 | $12,080.00 | |
0040 | CEMENT TREATED BASE | 317 4270 | SY | 38,051.000 | 38,199.300 | 638.560 | 38,199.300 | $14.00 | $8,939.84 | $534,790.20 |
0041 | SEPARATOR FABRIC | 325 5271 | SY | 52,025.000 | 46,332.770 | 2,191.090 | 46,332.770 | $1.00 | $2,191.09 | $46,332.77 |
0042 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 7,879.000 | 5,833.940 | 699.450 | 5,833.940 | $14.00 | $9,792.30 | $81,675.16 |
0043 | PRIME COAT | 408 5774 | GAL | 17,745.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0044 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 14,682.000 | 12,753.680 | -440.010 | 12,753.680 | $11.50 | $-5,060.12 | $146,667.35 |
0045 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 19,092.000 | 20,940.340 | 1,047.900 | 20,940.340 | $12.00 | $12,574.80 | $251,284.08 |
0046 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 8,266.000 | 8,526.540 | 291.980 | 8,526.540 | $95.00 | $27,738.10 | $810,021.30 |
0047 | CLASS C CONCRETE | 509(D) 0325 | CY | 465.000 | 152.850 | 0.000 | 152.850 | $215.00 | $0.00 | $32,862.75 |
0048 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 2,866.000 | 3,203.000 | -10.000 | 3,203.000 | $18.00 | $-180.00 | $57,654.00 |
0049 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 3,614.000 | 3,364.830 | 226.690 | 3,364.830 | $36.00 | $8,160.84 | $121,133.88 |
0050 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $1,300.00 | $0.00 | $1,300.00 | |
0051 | REPLACEMENT OF MANHOLE FRAME & COVER | 611(C) 4215 | EA | 1.000 | 1.000 | 1.000 | $1.00 | $0.00 | $1.00 | |
0052 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 3.000 | 3.000 | 3.000 | $4,240.00 | $0.00 | $12,720.00 | |
0053 | INLET CI DES. 3 (2D) | 611(G) 5125 | EA | 1.000 | 1.000 | 1.000 | $4,240.00 | $0.00 | $4,240.00 | |
0054 | INLET CDI RCP DES. 2 | 611(G) 5705 | EA | 13.000 | 13.000 | 13.000 | $4,770.00 | $0.00 | $62,010.00 | |
0055 | ADD'L DEPTH IN INLET CDI RCP DES. 2 | 611(H) 5790 | VF | 46.000 | 49.060 | 3.250 | 49.060 | $371.00 | $1,205.75 | $18,201.26 |
0056 | REPLACEMENT OFINLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(I) 4488 | EA | 10.000 | 10.000 | 10.000 | $1.00 | $0.00 | $10.00 | |
0057 | REPLACEMENT OF CAST IRON HOOD | 611(M) 4488 | EA | 30.000 | 30.000 | 30.000 | $1.00 | $0.00 | $30.00 | |
0058 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 2,090.000 | 2,090.000 | 2,090.000 | $53.00 | $0.00 | $110,770.00 | |
0059 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 214.000 | 554.000 | -25.000 | 554.000 | $22.00 | $-550.00 | $12,188.00 |
0060 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 854.000 | 618.000 | 618.000 | $24.00 | $0.00 | $14,832.00 | |
0061 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 60.000 | 60.000 | 60.000 | $29.00 | $0.00 | $1,740.00 | |
0062 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 3,045.000 | 2,879.000 | 2,879.000 | $7.00 | $0.00 | $20,153.00 | |
0063 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 150.000 | 154.000 | 154.000 | 154.000 | $30.00 | $4,620.00 | $4,620.00 |
0064 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 2.000 | 2.000 | -1.000 | 2.000 | $742.00 | $-742.00 | $1,484.00 |
0065 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 10.000 | 14.000 | 2.000 | 14.000 | $848.00 | $1,696.00 | $11,872.00 |
0066 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 3.000 | 3.000 | 3.000 | $954.00 | $0.00 | $2,862.00 | |
0067 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 3.000 | 2.000 | 2.000 | $1,590.00 | $0.00 | $3,180.00 | |
0068 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0069 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 5.000 | 11.000 | 11.000 | $530.00 | $0.00 | $5,830.00 | |
0070 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,107.000 | 1,109.330 | 1,109.330 | $6.00 | $0.00 | $6,655.98 | |
0071 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 17,246.000 | 19,198.080 | 19,198.080 | $3.30 | $0.00 | $63,353.68 | |
0072 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 12,824.000 | 12,824.000 | 12,824.000 | $5.00 | $0.00 | $64,120.00 | |
0073 | SAWING PAVEMENT | 619(C) 0924 | LF | 8,032.000 | 1,593.000 | 1,593.000 | $3.65 | $0.00 | $5,814.45 | |
0074 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 2.000 | 2.000 | $70.00 | $0.00 | $140.00 | |
0075 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 2.000 | $120.00 | $0.00 | $240.00 | |
0076 | MAILBOX | 629(C) 4960 | EA | 7.000 | 7.000 | 7.000 | $27.00 | $0.00 | $189.00 | |
0077 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 4.000 | $6.00 | $0.00 | $24.00 | |
8001 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 871.860 | 149.450 | 871.860 | $60.00 | $8,967.00 | $52,311.60 |
8003 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 43,397.770 | 1,530.850 | 43,397.770 | $2.95 | $4,516.01 | $128,023.43 |
8006 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 1,808.530 | 762.400 | 1,808.530 | $39.85 | $30,381.64 | $72,069.92 |
8010 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 86.380 | 86.380 | 86.380 | $77.00 | $6,651.26 | $6,651.26 |
8015 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 0.000 | 75.000 | 75.000 | $43.00 | $0.00 | $3,225.00 | |
8016 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 0.000 | 2.000 | 0.000 | 2.000 | $2,120.00 | $0.00 | $4,240.00 |
8018 | FULL DEPTH P.C.C. PATCH(PLACEMENT ONLY) | 414(E) 0225 | SY | 0.000 | 560.000 | 560.000 | $30.00 | $0.00 | $16,800.00 | |
8020 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 0.000 | 3.000 | 3.000 | 3.000 | $900.00 | $2,700.00 | $2,700.00 |
8023 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-5,558.03 | $-5,558.03 | $-5,558.03 |
Subtotals For Category 0100/ROADWAY - STPY-110B(232) | $114,880.78 | $3,422,708.90 | ||||||||
Fed/State Project Number: STPY-110B(232) | Project: 23293(04) | Category: 0300/TRAFFIC - STPY-110B(232) | ||||||||
0078 | (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 90.000 | 0.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0079 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 23,000.000 | 34,578.000 | 1,592.000 | 34,578.000 | $0.16 | $254.72 | $5,532.48 |
0080 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 3,000.000 | 306.000 | 306.000 | $2.00 | $0.00 | $612.00 | |
0081 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 6,500.000 | 12,283.000 | 5,620.000 | 12,283.000 | $0.30 | $1,686.00 | $3,684.90 |
0082 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 720.000 | 238.000 | 238.000 | $8.00 | $0.00 | $1,904.00 | |
0083 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 3,450.000 | 4,285.000 | 4,285.000 | $35.00 | $0.00 | $149,975.00 | |
0084 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 3,212.500 | 1,690.000 | 1,690.000 | $6.00 | $0.00 | $10,140.00 | |
0085 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 17,640.000 | 75,620.000 | 75,620.000 | $0.30 | $0.00 | $22,686.00 | |
0086 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 720.000 | 511.000 | 511.000 | $3.20 | $0.00 | $1,635.20 | |
0087 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 16,200.000 | 10,729.000 | 10,729.000 | $0.55 | $0.00 | $5,900.95 | |
0088 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,640.000 | 5,130.000 | 5,130.000 | $0.80 | $0.00 | $4,104.00 | |
0089 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,900.000 | 6,610.000 | 6,610.000 | $1.10 | $0.00 | $7,271.00 | |
0090 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 7,920.000 | 4,224.000 | 4,224.000 | $0.55 | $0.00 | $2,323.20 | |
0091 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 1,240.000 | 1,240.000 | $1.10 | $0.00 | $1,364.00 | |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 22,860.000 | 12,030.000 | 12,030.000 | $0.11 | $0.00 | $1,323.30 | |
0093 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 22,500.000 | 11,279.000 | 11,279.000 | $0.11 | $0.00 | $1,240.69 | |
0094 | DRUMS | 880(F) 8878 | SD | 22,500.000 | 79,055.000 | 79,055.000 | $0.11 | $0.00 | $8,696.05 | |
0095 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 9,900.000 | 8,754.000 | 8,754.000 | $0.11 | $0.00 | $962.94 | |
0096 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 0.000 | 0.000 | $26.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC - STPY-110B(232) | $1,940.72 | $229,355.71 | ||||||||
Fed/State Project Number: STPY-110B(232) | Project: 23293(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING -STPY-110B(232) | ||||||||
0097 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 1,440.000 | 646.000 | 646.000 | $4.24 | $0.00 | $2,739.04 | |
0098 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 110.000 | 0.000 | 0.000 | $5.30 | $0.00 | $0.00 | |
0099 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 595.000 | 0.000 | 0.000 | $21.20 | $0.00 | $0.00 | |
0100 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 100.000 | 0.000 | 0.000 | $8.48 | $0.00 | $0.00 | |
0101 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 6.000 | 4.000 | 2.000 | 4.000 | $212.00 | $424.00 | $848.00 |
0102 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 4.000 | 2.000 | -2.000 | 2.000 | $265.00 | $-530.00 | $530.00 |
0103 | PULL BOX(SIZE III) | 803(A) 8067 | EA | 8.000 | 0.000 | 0.000 | $206.70 | $0.00 | $0.00 | |
0104 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 2,130.000 | 0.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0105 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 2,585.000 | 3,392.000 | 48.000 | 3,392.000 | $4.24 | $203.52 | $14,382.08 |
0106 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 415.000 | 0.000 | 0.000 | $1.59 | $0.00 | $0.00 | |
0107 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 450.000 | 0.000 | 0.000 | $2.12 | $0.00 | $0.00 | |
0108 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 276.000 | 0.000 | 0.000 | $2.39 | $0.00 | $0.00 | |
0109 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 3,065.000 | 1,707.000 | -420.000 | 1,707.000 | $1.06 | $-445.20 | $1,809.42 |
0110 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 276.800 | 431.000 | 431.000 | $12.19 | $0.00 | $5,253.89 | |
0111 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 494.500 | 562.500 | 562.500 | $6.89 | $0.00 | $3,875.63 | |
0112 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 167.000 | 508.000 | 508.000 | $6.89 | $0.00 | $3,500.12 | |
0113 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 45,316.000 | 32,986.000 | 32,986.000 | $0.45 | $0.00 | $14,843.70 | |
0114 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 26.000 | 26.000 | 26.000 | $159.00 | $0.00 | $4,134.00 | |
0115 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 10,349.000 | 27,585.000 | 27,585.000 | $0.27 | $0.00 | $7,447.95 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING -STPY-110B(232) | $-347.68 | $59,363.83 | ||||||||
Subtotals For Project STPY-110B(232) /23293(04) | $116,473.82 | $3,711,428.44 |
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: CIRB-110C(204)RB | Project: 24806(04) | Category: 0100/ROADWAY - CIRB-110C(204)RB | ||||||||
0116 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0117 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $59,000.00 | $2,950.00 | $59,000.00 |
0118 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
0119 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,400.000 | 1,295.000 | 1,295.000 | $1.10 | $0.00 | $1,424.50 | |
0120 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 26.000 | 0.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0121 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 105.000 | 126.000 | 126.000 | $7.00 | $0.00 | $882.00 | |
0122 | SOLID SLAB SODDING | 230(A) 2806 | SY | 12,280.000 | 10,928.440 | 10,928.440 | $1.35 | $0.00 | $14,753.39 | |
0123 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 3.000 | 2.230 | 2.230 | $320.00 | $0.00 | $713.60 | |
0124 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 2,221.000 | 2,221.000 | 2,221.000 | $34.00 | $0.00 | $75,514.00 | |
0125 | LIME | 307(D) 4230 | TON | 295.000 | 49.970 | 49.970 | $140.00 | $0.00 | $6,995.80 | |
0126 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 13,324.000 | 4,206.280 | 4,206.280 | $3.20 | $0.00 | $13,460.10 | |
0127 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 318.000 | 687.930 | 38.710 | 687.930 | $14.00 | $541.94 | $9,631.02 |
0128 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 2,275.000 | 0.000 | 0.000 | $66.00 | $0.00 | $0.00 | |
0129 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 159.000 | 0.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0130 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 1,136.000 | 1,062.320 | -3.230 | 1,062.320 | $77.00 | $-248.71 | $81,798.64 |
0131 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 80.000 | 0.000 | -79.230 | 0.000 | $90.00 | $-7,130.70 | $0.00 |
0132 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 882.000 | 1,545.400 | 76.010 | 1,545.400 | $22.00 | $1,672.22 | $33,998.80 |
0133 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 147.000 | 257.570 | 12.570 | 257.570 | $95.00 | $1,194.15 | $24,469.15 |
0134 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 7.530 | -0.380 | 7.530 | $300.00 | $-114.00 | $2,259.00 |
0135 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 2.520 | 0.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0136 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 386.000 | 550.000 | -102.000 | 550.000 | $9.00 | $-918.00 | $4,950.00 |
0137 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 4,518.000 | 4,920.000 | 109.000 | 4,920.000 | $13.00 | $1,417.00 | $63,960.00 |
0138 | SPECIAL INLET DRAIN | 611(G) 4012 | EA | 11.000 | 10.000 | 10.000 | $4,240.00 | $0.00 | $42,400.00 | |
0139 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 4.000 | 4.000 | 4.000 | $2,120.00 | $0.00 | $8,480.00 | |
0140 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 4.000 | 2.000 | 2.000 | $2,650.00 | $0.00 | $5,300.00 | |
0141 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 1.000 | 1.000 | 1.000 | $2,650.00 | $0.00 | $2,650.00 | |
0142 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 3.000 | 3.000 | 3.000 | $2,120.00 | $0.00 | $6,360.00 | |
0143 | INLET CI DES. 3 (D) | 611(G) 5122 | EA | 3.000 | 3.000 | 3.000 | $2,650.00 | $0.00 | $7,950.00 | |
0144 | INLET (SMD-TYPE 1) | 611(G) 6000 | EA | 2.000 | 3.000 | 1.000 | 3.000 | $2,120.00 | $2,120.00 | $6,360.00 |
0145 | INLET (SMD-TYPE 2B) | 611(G) 6006 | EA | 2.000 | 2.000 | 2.000 | $2,226.00 | $0.00 | $4,452.00 | |
0146 | ADDITIONAL DEPTH IN INLET | 611(H) 5196 | VF | 47.300 | 47.240 | -0.160 | 47.240 | $212.00 | $-33.92 | $10,014.88 |
0147 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,653.000 | 1,608.000 | 68.000 | 1,608.000 | $43.00 | $2,924.00 | $69,144.00 |
0148 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 881.000 | 824.000 | 824.000 | $53.00 | $0.00 | $43,672.00 | |
0149 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 536.000 | 386.000 | -150.000 | 386.000 | $85.00 | $-12,750.00 | $32,810.00 |
0150 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4410 | LF | 324.500 | 436.500 | 436.500 | $70.00 | $0.00 | $30,555.00 | |
0151 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 120.000 | 120.000 | 120.000 | $53.00 | $0.00 | $6,360.00 | |
0152 | 28 1/2" X 18" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4584 | EA | 2.000 | 2.000 | 2.000 | $1,060.00 | $0.00 | $2,120.00 | |
0153 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 2.000 | 2.000 | 2.000 | $1,590.00 | $0.00 | $3,180.00 | |
0154 | SPECIAL END SECTION OF 22" X 13" RCP ARCH | 613(O) 4800 | EA | 4.000 | 4.000 | 4.000 | $848.00 | $0.00 | $3,392.00 | |
0155 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0156 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 7,469.000 | 7,529.150 | 8.196 | 7,529.150 | $3.00 | $24.59 | $22,587.45 |
0157 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 274.000 | 324.990 | 1.120 | 324.990 | $8.00 | $8.96 | $2,599.92 |
0158 | REMOVAL OF CURB | 619(B) 4791 | LF | 210.000 | 208.000 | 208.000 | $10.00 | $0.00 | $2,080.00 | |
0159 | SAWING PAVEMENT | 619(C) 0924 | LF | 760.000 | 493.000 | 493.000 | $3.65 | $0.00 | $1,799.45 | |
8013 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 7,974.930 | 7,974.930 | $2.95 | $0.00 | $23,526.04 | |
8014 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 305.920 | 305.920 | $39.85 | $0.00 | $12,190.91 | |
8017 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 2,418.260 | 87.140 | 2,418.260 | $56.25 | $4,901.63 | $136,027.13 |
8019 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $5,000.00 | $5,000.00 | $5,000.00 |
8022 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $-139.92 | $-139.92 | $-139.92 |
Subtotals For Category 0100/ROADWAY - CIRB-110C(204)RB | $1,419.24 | $904,680.86 | ||||||||
Fed/State Project Number: CIRB-110C(204)RB | Project: 24806(04) | Category: 0300/TRAFFIC - CIRB-110C(204)RB | ||||||||
0160 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 30.000 | 150.000 | 150.000 | $21.20 | $0.00 | $3,180.00 | |
0161 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 60.000 | 286.000 | -21.000 | 286.000 | $4.24 | $-89.04 | $1,212.64 |
0162 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 20.000 | 45.000 | -34.000 | 45.000 | $5.30 | $-180.20 | $238.50 |
0163 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 20.000 | 335.000 | 3.000 | 335.000 | $21.20 | $63.60 | $7,102.00 |
0164 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 40.000 | 30.000 | -15.000 | 30.000 | $8.48 | $-127.20 | $254.40 |
0165 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 1.000 | 3.000 | 3.000 | $212.00 | $0.00 | $636.00 | |
0166 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 1.000 | 2.000 | 2.000 | $238.50 | $0.00 | $477.00 | |
0167 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 5.000 | 5.100 | 0.100 | 5.100 | $530.00 | $53.00 | $2,703.00 |
0168 | REINFORCING STEEL | 804(B) 2916 | LB | 771.800 | 771.800 | 771.800 | $2.12 | $0.00 | $1,636.22 | |
0169 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 805(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $1,590.00 | $0.00 | $1,590.00 | |
0170 | (PL)REMOVE & RESET TRAFFIC SIGNAL EQUIPMENT | 805(D) 8742 | LSUM | 1.000 | 1.000 | 1.000 | $1,590.00 | $0.00 | $1,590.00 | |
0171 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 805(D) 8760 | EA | 8.000 | 5.000 | 5.000 | $212.00 | $0.00 | $1,060.00 | |
0172 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 1.000 | 1.000 | 1.000 | $5,803.50 | $0.00 | $5,803.50 | |
0173 | 32'MH POLE,20'TS & 10'LMA(G.STL.) | 806(A) 8352 | EA | 1.000 | 1.000 | 1.000 | $3,694.10 | $0.00 | $3,694.10 | |
0174 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 2.000 | 2.000 | 2.000 | $424.00 | $0.00 | $848.00 | |
0175 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 100.000 | 100.000 | $2.12 | $0.00 | $212.00 | |
0176 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 330.000 | 767.000 | 767.000 | $1.06 | $0.00 | $813.02 | |
0177 | SOL.STE.DIGITAL IND.VEH.LP.DET. | 828(A) 8135 | EA | 1.000 | 1.000 | 1.000 | $212.00 | $0.00 | $212.00 | |
0178 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 890.000 | 2,584.000 | 72.000 | 2,584.000 | $4.24 | $305.28 | $10,956.16 |
0179 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 1.000 | 1.000 | 1.000 | $636.00 | $0.00 | $636.00 | |
0180 | 1WAY 4SEC. ADJ. SIG. HD. S-16 | 831 8274 | EA | 1.000 | 1.000 | 1.000 | $848.00 | $0.00 | $848.00 | |
0181 | BACKPLATE | 833 3030 | EA | 2.000 | 2.000 | 2.000 | $74.20 | $0.00 | $148.40 | |
0182 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 250.000 | 189.000 | -284.000 | 189.000 | $1.59 | $-451.56 | $300.51 |
0183 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 80.000 | 72.000 | 22.000 | 72.000 | $1.86 | $40.92 | $133.92 |
0184 | 9/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8209 | LF | 330.000 | 281.000 | -534.000 | 281.000 | $2.12 | $-1,132.08 | $595.72 |
0185 | 12/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8210 | LF | 50.000 | 43.000 | 5.000 | 43.000 | $2.39 | $11.95 | $102.77 |
0186 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 250.000 | 1,822.000 | 741.000 | 1,822.000 | $1.06 | $785.46 | $1,931.32 |
0187 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 122.500 | 122.500 | 122.500 | $12.19 | $0.00 | $1,493.28 | |
0188 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 27.600 | 27.600 | 27.600 | 27.600 | $37.10 | $1,023.96 | $1,023.96 |
0189 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 221.000 | 221.000 | 221.000 | $6.89 | $0.00 | $1,522.69 | |
0190 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,171.000 | 6,294.000 | -157.000 | 6,294.000 | $0.85 | $-133.45 | $5,349.90 |
0191 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 85.000 | 87.000 | 87.000 | $3.18 | $0.00 | $276.66 | |
0192 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 83.000 | 80.000 | 80.000 | $6.36 | $0.00 | $508.80 | |
0193 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 22.000 | 22.000 | 22.000 | $90.10 | $0.00 | $1,982.20 | |
0194 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $116.60 | $0.00 | $116.60 | |
0195 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 2,800.000 | 7,285.000 | 7,285.000 | $0.53 | $0.00 | $3,861.05 | |
0196 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,535.000 | 3,655.000 | 3,655.000 | $0.27 | $0.00 | $986.85 | |
0197 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 225.000 | 1,104.000 | 12.000 | 1,104.000 | $3.18 | $38.16 | $3,510.72 |
0198 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 770.000 | 1,444.000 | 12.000 | 1,444.000 | $3.18 | $38.16 | $4,591.92 |
0199 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 4,300.000 | 1,127.000 | 1,127.000 | $0.11 | $0.00 | $123.97 | |
0200 | WING BARRICADES | 880(C) 8848 | SD | 180.000 | 1,104.000 | 12.000 | 1,104.000 | $1.06 | $12.72 | $1,170.24 |
0201 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 8,685.000 | 3,314.000 | 12.000 | 3,314.000 | $0.11 | $1.32 | $364.54 |
0202 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 4,770.000 | 680.000 | 680.000 | $0.11 | $0.00 | $74.80 | |
0203 | DRUMS | 880(F) 8878 | SD | 4,770.000 | 0.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
0204 | CHANNELIZER CONES | 880(G) 8890 | SD | 9,450.000 | 7,049.000 | 7,049.000 | $0.11 | $0.00 | $775.39 | |
0205 | CONES(28" MEDIUM) | 880(H) 8890 | SD | 8,550.000 | 0.000 | 0.000 | $0.11 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC - CIRB-110C(204)RB | $261.00 | $76,648.75 | ||||||||
Subtotals For Project CIRB-110C(204)RB /24806(04) | $1,680.24 | $981,329.61 |
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: SSP-110B(218)SS | Project: 26499(04) | Category: 0100/ROADWAY - SSP-110B(218)SS | ||||||||
0206 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 1,645.000 | 1,344.420 | 60.710 | 1,344.420 | $34.00 | $2,064.14 | $45,710.28 |
0207 | LIME | 307(D) 4230 | TON | 215.000 | 0.000 | -15.290 | 0.000 | $140.00 | $-2,140.60 | $0.00 |
0208 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 9,949.000 | 0.000 | -840.000 | 0.000 | $3.20 | $-2,688.00 | $0.00 |
0209 | CEMENT TREATED BASE | 317 4270 | SY | 8,661.000 | 7,107.690 | -1,429.370 | 7,107.690 | $14.00 | $-20,011.18 | $99,507.66 |
0210 | SEPARATOR FABRIC | 325 5271 | SY | 11,096.000 | 8,909.960 | -81.500 | 8,909.960 | $1.00 | $-81.50 | $8,909.96 |
0211 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,691.000 | 1,335.060 | 170.030 | 1,335.060 | $14.00 | $2,380.42 | $18,690.84 |
0212 | PRIME COAT | 408 5774 | GAL | 4,295.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0213 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 3,457.000 | 2,808.330 | -94.960 | 2,808.330 | $11.50 | $-1,092.04 | $32,295.80 |
0214 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 3,669.000 | 3,212.440 | -203.780 | 3,212.440 | $12.00 | $-2,445.36 | $38,549.28 |
0215 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 1,862.000 | 1,505.190 | -74.690 | 1,505.190 | $95.00 | $-7,095.55 | $142,993.05 |
0216 | CLASS AA CONCRETE | 509(A) 1326 | CY | 92.000 | 83.480 | 0.000 | 83.480 | $310.00 | $0.00 | $25,878.80 |
0217 | REINFORCING STEEL | 511(A) 0332 | LB | 13,717.000 | 12,808.400 | -907.890 | 12,808.400 | $1.00 | $-907.89 | $12,808.40 |
0218 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 420.000 | 1,112.000 | 57.000 | 1,112.000 | $17.00 | $969.00 | $18,904.00 |
0219 | INLET CDI RCP DES. 2 | 611(G) 5705 | EA | 4.000 | 4.000 | 4.000 | $4,770.00 | $0.00 | $19,080.00 | |
0220 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 1.000 | 1.000 | $2,120.00 | $0.00 | $2,120.00 | |
0221 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 452.000 | 454.000 | 454.000 | $53.00 | $0.00 | $24,062.00 | |
0222 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 96.000 | 96.000 | 96.000 | $22.00 | $0.00 | $2,112.00 | |
0223 | EDGE DRAIN CONDUIT-PERFORATED | 613(J) 5915 | LF | 420.000 | 1,080.000 | 1,080.000 | 1,080.000 | $7.00 | $7,560.00 | $7,560.00 |
0224 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 613(K) 5916 | LF | 50.000 | 20.000 | 20.000 | 20.000 | $25.00 | $500.00 | $500.00 |
0225 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 2.000 | 2.000 | 2.000 | $742.00 | $0.00 | $1,484.00 | |
0226 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 2.000 | 2.000 | 2.000 | $848.00 | $0.00 | $1,696.00 | |
0227 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $1,590.00 | $1,590.00 | $1,590.00 |
0228 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 1.000 | 1.000 | 1.000 | $530.00 | $0.00 | $530.00 | |
0229 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 3,457.000 | 3,483.110 | 3,483.110 | $4.65 | $0.00 | $16,196.46 | |
0230 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 2,964.000 | 2,224.000 | 2,224.000 | $6.00 | $0.00 | $13,344.00 | |
0231 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,644.000 | 24.000 | 24.000 | $3.65 | $0.00 | $87.60 | |
0232 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 1.000 | $70.00 | $0.00 | $70.00 | |
0233 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $120.00 | $0.00 | $120.00 | |
0234 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 4.000 | $30.00 | $0.00 | $120.00 | |
0235 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 2.000 | 2.000 | 2.000 | $6.00 | $0.00 | $12.00 | |
8004 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 0.000 | 7,838.730 | -501.350 | 7,838.730 | $2.95 | $-1,478.98 | $23,124.25 |
8007 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 332.870 | 332.870 | $39.85 | $0.00 | $13,264.86 | |
8008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 0.000 | 53.010 | 53.010 | 53.010 | $60.00 | $3,180.60 | $3,180.60 |
8011 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 0.000 | 23.250 | 23.250 | 23.250 | $77.00 | $1,790.25 | $1,790.25 |
Subtotals For Category 0100/ROADWAY - SSP-110B(218)SS | $-17,906.69 | $576,292.09 | ||||||||
Fed/State Project Number: SSP-110B(218)SS | Project: 26499(04) | Category: 0600/STAKING - SSP-110B(218)SS | ||||||||
0236 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $35,000.00 | $1,750.00 | $35,000.00 |
Subtotals For Category 0600/STAKING - SSP-110B(218)SS | $1,750.00 | $35,000.00 | ||||||||
Fed/State Project Number: SSP-110B(218)SS | Project: 26499(04) | Category: 0640/CONSTRUCTION - SSP-110B(218)SS | ||||||||
0237 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $10,000.00 | $2,500.00 | $10,000.00 |
0238 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $205,000.00 | $0.00 | $205,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - SSP-110B(218)SS | $2,500.00 | $215,000.00 | ||||||||
Subtotals For Project SSP-110B(218)SS /26499(04) | $-13,656.69 | $826,292.09 |