Contract ID: | 090602 | Estimate Number: | 0024 , Final | Spec Year: | 1999 | |||
Primary JP: | 26707(04) | Residency: | ENGINEERING SERVICES & TESTING (08001) | Contract No: | 510452 | |||
Date Created: | 03/13/2012 | Contractor FEI: | 731059775 | Account No: | 400800 |
Project Number(s): | STP-STIM(288)IG | ||||||||
Contract Description: | PAVEMENT REHABILITATION CITY STREET (HARVARD AVENUE): FROM 11TH STREET TO ADMIRAL PLACE, IN THE CITY OF TULSA. PROJECT LENGTH = 0.87 MILES. | ||||||||
Primary County: | TULSA | ||||||||
Name of Road: | CITY STREET | ||||||||
Prime Contractor: | MCGUIRE BROTHERS CONSTRUCTION, INC. | Time Charged: | 418.00 | ||||||
8415 S. REGENCY DRIVE | Time Allowed: | 434.00 | |||||||
TULSA , OK 74131 | Percent Time: | 96.31 % |
Paid To Date: | $2,537,982.60 | Payable This Statement: | $0.00 |
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. |
MCGUIRE BROTHERS CONSTRUCTION, 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: | 090602 | Estimate Number: | 0024 | Contract No: | 510452 | |||
Residency: | ENGINEERING SERVICES & TESTING (08001) | Estimate Type: | Final | Account No: | 400800 | |||
Project Number(s): | STP-STIM(288)IG | ||||||||||||
Primary Job Piece No: | 26707(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION CITY STREET (HARVARD AVENUE): FROM 11TH STREET TO ADMIRAL PLACE, IN THE CITY OF TULSA. PROJECT LENGTH = 0.87 MILES. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | MCGUIRE BROTHERS CONSTRUCTION, INC. | ||||||||||||
8415 S. REGENCY DRIVE | |||||||||||||
TULSA , OK 74131 | |||||||||||||
Surety Company: | MID-CONTINENT CASUALTY COMPANY | ||||||||||||
Date Let: | 09/17/2009 | NTP Effective Date: | 01/11/2010 | Pay Period: | 03/10/2012 TO 03/13/2012 |
Date Awarded: | 10/05/2009 | Date Work Began: | 01/11/2010 | Original Contract Time: | 300 |
Date Contract Executed: | 10/13/2009 | Date Time Stopped: | 03/04/2011 | Current Time Charged: | 418.00 |
Date NTP Issued: | 10/27/2009 | Completion Date: | 03/04/2011 | Current Time Allowed: | 434.00 |
General Liability Expires: | 07/01/2012 | Workman's Comp Expires: | 07/01/2012 | Percent Time Used: | 96.31 % |
Specification Year: | 1999 | ||||
Current Contract Amount: | $2,537,982.60 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,422,897.95 | Participating: | $1,525,853.61 | $1,525,853.61 | $0.00 | ||
Percent Complete: | 100 % | Non Participating: | $997,677.12 | $997,677.12 | $0.00 | ||
Funds Available: | $0.00 | Non ARRA: | $5,003.44 | $5,003.44 | $0.00 | ||
Unearned Balance: | $-115,084.65 | Total Earnings: | $2,528,534.17 | $2,528,534.17 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,528,534.17 | $2,528,534.17 | $0.00 | ||||
Other Adjustments: | $9,448.43 | $9,448.43 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,537,982.60 | $2,537,982.60 | $0.00 |
Contract ID: | 090602 | Estimate Number: | 0024 | Primary JP: | 26707(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | drive ways | Approved | 08/13/2010 | 0.0 | $13,265.25 |
002 | bridge repair | Approved | 12/09/2010 | 4.0 | $-96.56 |
003 | Final Quantity Change Order | Approved | 03/05/2012 | 0.0 | $101,915.96 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26707(04) | 0061 | 30' Combination Mast Arm Assembly | Stockpiled Material Adjustment | 0012 | $-6,192.00 |
26707(04) | 0061 | 30' Combination Mast Arm Assembly | Stockpiled Material Initial Payment | 0008 | $6,192.00 |
26707(04) | 0062 | 36' Combination Mast Arm Assembly | Stockpiled Material Initial Payment | 0008 | $6,836.00 |
26707(04) | 0062 | 36' Combination Mast Arm Assembly | Stockpiled Material Adjustment | 0012 | $-6,836.00 |
26707(04) | 0072 | 1 Way 3 Sec. Adj. Sig. HD. S-6 | Stockpiled Material Initial Payment | 0005 | $2,704.00 |
26707(04) | 0072 | 1 Way 3 Sec. Adj. Sig. HD. S-6 | Stockpiled Material Adjustment | 0012 | $-2,704.00 |
26707(04) | 0073 | 1 Way 2 Sec. Adj. Ped. Sig. HD. S-20 | Stockpiled Material Adjustment | 0012 | $-5,456.00 |
26707(04) | 0073 | 1 Way 2 Sec. Adj. Ped. Sig. HD. S-20 | Stockpiled Material Initial Payment | 0005 | $5,456.00 | 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 |
Withhold to Funds Avail(Prog. Est. Only) | 0022 | $-17,705.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0023 | $17,705.00 |
Round Error Correction (Final Est. Only) | 0023 | $-0.07 | Subtotals For Contract Adjustments | $-0.07 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
26707(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $17.15 |
26707(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $3,734.26 |
26707(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 1,001.57 | $1.84 | $1,852.10 |
26707(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | -1.07 | $1.60 | $-1.72 |
26707(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $-0.13 |
26707(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 1.07 | $6.88 | $7.37 |
26707(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $1,807.44 |
26707(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $636.40 |
26707(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 683.52 | $2.04 | $1,395.63 |
26707(04) | 0060 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0013 | -1,218.00 | $1.40 | $-1,705.20 |
26707(04) | 0060 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0014 | 1,218.00 | $1.40 | $1,705.20 |
26707(04) | 0065 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0013 | -390.00 | $1.65 | $-643.50 |
26707(04) | 0065 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0014 | 390.00 | $1.65 | $643.50 |
26707(04) | 0067 | 1/C NO.12 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0013 | -370.00 | $0.90 | $-333.00 |
26707(04) | 0067 | 1/C NO.12 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0014 | 370.00 | $0.90 | $333.00 |
26707(04) | 0074 | 5/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0013 | -750.00 | $1.10 | $-825.00 |
26707(04) | 0074 | 5/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0014 | 750.00 | $1.10 | $825.00 |
26707(04) | 0076 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0013 | -370.00 | $3.50 | $-1,295.00 |
26707(04) | 0076 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0014 | 370.00 | $3.50 | $1,295.00 |
26707(04) | 0077 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | * Material Discrepancy Adjustments | 0013 | -410.00 | $0.90 | $-369.00 |
26707(04) | 0077 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | * Material Discrepancy Adjustments | 0014 | 410.00 | $0.90 | $369.00 | Subtotals For Line Item Adjustments | $9,448.50 | * = 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: | 090602 | Estimate Number: | 0024 | Primary JP: | 26707(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(288)IG | Project: 26707(04) | Category: 0100/BASE BID - RESURFACING & REDECKING | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 486.000 | 0.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0002 | SOLID SLAB SODDING | 230(A) 2806 | SY | 165.000 | 577.440 | 577.440 | $2.25 | $0.00 | $1,299.24 | |
0003 | AGGREGATE BASE | 303 0192 | CY | 231.000 | 739.870 | 739.870 | $70.00 | $0.00 | $51,790.90 | |
0004 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 636.000 | 2,707.410 | 2,707.410 | $2.50 | $0.00 | $6,768.54 | |
0005 | SEPARATOR FABRIC | 325 5271 | SY | 601.000 | 2,446.560 | 2,446.560 | $2.00 | $0.00 | $4,893.12 | |
0006 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 360.000 | 0.000 | 0.000 | $55.35 | $0.00 | $0.00 | |
0007 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 537.000 | 5.040 | 5.040 | $150.00 | $0.00 | $756.00 | |
0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 2,379.000 | 2,136.880 | 2,136.880 | $73.25 | $0.00 | $156,526.46 | |
0009 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | 411(S5) 5975 | TON | 1,155.000 | 1,356.420 | 1,356.420 | $67.40 | $0.00 | $91,422.71 | |
0010 | H.E.S. CONCRETE (FULL DEPTH PATCHING) | 414(B) 5913 | SY | 3,899.000 | 6,258.650 | 6,258.650 | $57.00 | $0.00 | $356,743.05 | |
0011 | COLD MILLING PAVEMENT | 417 5267 | SY | 20,639.000 | 17,280.220 | 17,280.220 | $2.75 | $0.00 | $47,520.61 | |
0012 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 20,639.000 | 19,559.620 | 19,559.620 | $2.50 | $0.00 | $48,899.06 | |
0013 | CLSM BACKFILL | 501(G) 6315 | CY | 108.000 | 39.000 | 39.000 | $75.00 | $0.00 | $2,925.00 | |
0014 | RAPID CURE JOINT SEALANT | 504(H) 6390 | LF | 189.000 | 406.000 | 406.000 | $21.00 | $0.00 | $8,526.00 | |
0015 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 98.000 | 98.000 | 98.000 | $275.00 | $0.00 | $26,950.00 | |
0016 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 378.000 | 378.000 | 378.000 | $6.50 | $0.00 | $2,457.00 | |
0017 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 4.000 | 4.000 | 4.000 | $70.00 | $0.00 | $280.00 | |
0018 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 284.000 | 1,498.250 | 1,498.250 | $9.00 | $0.00 | $13,484.25 | |
0019 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,555.000 | 1,968.980 | 1,968.980 | $42.50 | $0.00 | $83,681.68 | |
0020 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 538.000 | 404.270 | 404.270 | $58.00 | $0.00 | $23,447.66 | |
0021 | (PL)SPECIAL INLET DRAIN | 611(E) 4012 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0022 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 1.000 | 2.000 | 2.000 | $4,000.00 | $0.00 | $8,000.00 | |
0023 | SPECIAL INLET CURB | 611(M) 2667 | LF | 405.000 | 407.000 | 407.000 | $190.00 | $0.00 | $77,330.00 | |
0024 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 33.000 | 23.000 | 23.000 | $560.00 | $0.00 | $12,880.00 | |
0025 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 14.000 | 35.000 | 35.000 | $100.00 | $0.00 | $3,500.00 | |
0026 | METER BOXES ADJUST TO GRADE | 612(H) 0648 | EA | 1.000 | 0.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0027 | 12" R.C.PIPE CLASS III | 613(B) 0400 | LF | 12.000 | 6.000 | 6.000 | $69.00 | $0.00 | $414.00 | |
0028 | 15" R.C.PIPE CLASS III | 613(B) 0403 | LF | 112.000 | 160.000 | 160.000 | $72.00 | $0.00 | $11,520.00 | |
0029 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 8.000 | 0.000 | 0.000 | $76.00 | $0.00 | $0.00 | |
0030 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 32.000 | 6.000 | 6.000 | $81.00 | $0.00 | $486.00 | |
0031 | 4" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1089 | LF | 250.000 | 0.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
0032 | 8" DUCTILE IRON PIPE | 616(A) 5122 | LF | 20.000 | 0.000 | 0.000 | $240.00 | $0.00 | $0.00 | |
0033 | REMOVAL OF CONCRETE MEDIAN BARRIER | 619(B) 4915 | LF | 42.000 | 81.920 | 81.920 | $15.00 | $0.00 | $1,228.80 | |
0034 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 16,000.000 | 17,544.410 | 17,544.410 | $0.72 | $0.00 | $12,631.98 | |
0035 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 4.000 | 10.000 | 10.000 | $100.00 | $0.00 | $1,000.00 | |
0036 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 16,000.000 | 12,271.000 | 12,271.000 | $0.11 | $0.00 | $1,349.81 | |
0037 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,500.000 | 9,960.000 | 9,960.000 | $0.72 | $0.00 | $7,171.20 | |
0038 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 34,500.000 | 274.000 | 274.000 | $0.11 | $0.00 | $30.14 | |
0039 | ARROW DISPLAY(TYPE A) | 880(A) 8800 | SD | 500.000 | 72.000 | 72.000 | $0.55 | $0.00 | $39.60 | |
0040 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 6,000.000 | 4,316.000 | 4,316.000 | $0.28 | $0.00 | $1,208.48 | |
0041 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,000.000 | 12,259.000 | 12,259.000 | $1.10 | $0.00 | $13,484.90 | |
0042 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,000.000 | 13,939.000 | 13,939.000 | $1.65 | $0.00 | $22,999.35 | |
0043 | BARRICADES(TYPE I) | 880(C) 8830 | SD | 1,200.000 | 0.000 | 0.000 | $0.06 | $0.00 | $0.00 | |
0044 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 1,200.000 | 1,080.000 | 1,080.000 | $0.06 | $0.00 | $64.80 | |
0045 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,800.000 | 10,182.000 | 10,182.000 | $1.90 | $0.00 | $19,345.80 | |
0046 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 5,400.000 | 33,276.000 | 33,276.000 | $0.11 | $0.00 | $3,660.36 | |
0047 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 18,000.000 | 14,777.000 | 14,777.000 | $0.06 | $0.00 | $886.62 | |
0048 | DRUMS | 880(F) 8878 | SD | 18,000.000 | 14,596.000 | 14,596.000 | $0.11 | $0.00 | $1,605.56 | |
0049 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 7,800.000 | 51,134.000 | 51,134.000 | $0.11 | $0.00 | $5,624.74 | |
8011 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $9,448.50 | $0.00 | $0.00 | |
Subtotals For Category 0100/BASE BID - RESURFACING & REDECKING | $0.00 | $1,138,833.42 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0201/ADD ALTERNATE NO. 1 - BRIDGE DECK REPAIRS | ||||||||
0050 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 1,269.000 | 1,268.750 | 1,268.750 | $8.15 | $0.00 | $10,340.31 | |
0051 | CLASS B BRIDGE DECK REPAIR | 505(B) 6019 | SY | 24.000 | 17.870 | 17.870 | $275.00 | $0.00 | $4,914.25 | |
0052 | CLASS C BRIDGE DECK REPAIR | 505(C) 6020 | SY | 4.000 | 0.830 | 0.830 | $440.00 | $0.00 | $365.20 | |
0053 | (SP)MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(D) 6090 | SY | 1,269.000 | 1,268.750 | 1,268.750 | $38.50 | $0.00 | $48,846.88 | |
Subtotals For Category 0201/ADD ALTERNATE NO. 1 - BRIDGE DECK REPAIRS | $0.00 | $64,466.64 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0300/TRAFFIC SIGNALS | ||||||||
0054 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 285.000 | 653.000 | 653.000 | $17.50 | $0.00 | $11,427.50 | |
0055 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 340.000 | 1,153.000 | 1,153.000 | $32.00 | $0.00 | $36,896.00 | |
0056 | (PL)HDPE CONDUIT TRENCHED | 802(B) 8555 | LF | 263.000 | 212.000 | 212.000 | $13.20 | $0.00 | $2,798.40 | |
0057 | PULL BOX(SIZE II) | 803 8066 | EA | 9.000 | 9.000 | 9.000 | $660.00 | $0.00 | $5,940.00 | |
0058 | PULL BOX(SIZE III) | 803 8067 | EA | 3.000 | 3.000 | 3.000 | $850.00 | $0.00 | $2,550.00 | |
0059 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 8.000 | 7.640 | 7.640 | $385.00 | $0.00 | $2,941.40 | |
0060 | REINFORCING STEEL | 804(B) 2916 | LB | 1,200.000 | 1,026.480 | 1,026.480 | $1.40 | $0.00 | $1,437.07 | |
0061 | 32'MH POLE 30'TS & 8'LMA(G.STL.) | 806(A) 8306 | EA | 2.000 | 2.000 | 2.000 | $5,500.00 | $0.00 | $11,000.00 | |
0062 | 32'MH POLE 35'TS & 8'LMA(G.STL.) | 806(A) 8307 | EA | 2.000 | 2.000 | 2.000 | $5,900.00 | $0.00 | $11,800.00 | |
0063 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 4.000 | $640.00 | $0.00 | $2,560.00 | |
0064 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $790.00 | $0.00 | $790.00 | |
0065 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 375.000 | 334.000 | 334.000 | $1.65 | $0.00 | $551.10 | |
0066 | 1/C NO.8 ELECTRICAL CONDUCTOR | 811 8042 | LF | 200.000 | 130.000 | 130.000 | $1.60 | $0.00 | $208.00 | |
0067 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 375.000 | 386.500 | 386.500 | $0.90 | $0.00 | $347.85 | |
0068 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $21,000.00 | $0.00 | $21,000.00 | |
0069 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $100,000.00 | $0.00 | $100,000.00 | |
0070 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 600.000 | 0.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0071 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 8.000 | $190.00 | $0.00 | $1,520.00 | |
0072 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 8.000 | $650.00 | $0.00 | $5,200.00 | |
0073 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 8.000 | $780.00 | $0.00 | $6,240.00 | |
0074 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 425.000 | 405.000 | 405.000 | $1.10 | $0.00 | $445.50 | |
0075 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 275.000 | 0.000 | 0.000 | $1.30 | $0.00 | $0.00 | |
0076 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 375.000 | 442.500 | 442.500 | $3.50 | $0.00 | $1,548.75 | |
0077 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 375.000 | 597.500 | 597.500 | $0.90 | $0.00 | $537.75 | |
0078 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 2.000 | 2.000 | 2.000 | $650.00 | $0.00 | $1,300.00 | |
0079 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 375.000 | 230.500 | 230.500 | $1.30 | $0.00 | $299.65 | |
0080 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 2.000 | $1,800.00 | $0.00 | $3,600.00 | |
0081 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 42.000 | 41.340 | 41.340 | $37.00 | $0.00 | $1,529.58 | |
Subtotals For Category 0300/TRAFFIC SIGNALS | $0.00 | $234,468.55 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0301/ADD ALTERNATE NO. 2 - VIDEO DETECTION @ 11TH STREET | ||||||||
0082 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 25.000 | 15.000 | 15.000 | $11.00 | $0.00 | $165.00 | |
0083 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 600.000 | 500.000 | 500.000 | $32.00 | $0.00 | $16,000.00 | |
0084 | PULL BOX(SIZE II) | 803 8066 | EA | 3.000 | 3.000 | 3.000 | $660.00 | $0.00 | $1,980.00 | |
0085 | PULL BOX(SIZE III) | 803 8067 | EA | 1.000 | 1.000 | 1.000 | $840.00 | $0.00 | $840.00 | |
0086 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $33,000.00 | $0.00 | $33,000.00 | |
Subtotals For Category 0301/ADD ALTERNATE NO. 2 - VIDEO DETECTION @ 11TH STREET | $0.00 | $51,985.00 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0600/STAKING | ||||||||
0087 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $11,100.00 | $0.00 | $11,100.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $11,100.00 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0640/CONSTRUCTION | ||||||||
0088 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $25,000.00 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0850/NON-ARRA | ||||||||
8020 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 0.000 | 2.000 | 2.000 | $2,501.72 | $0.00 | $5,003.44 | |
Subtotals For Category 0850/NON-ARRA | $0.00 | $5,003.44 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0900/NON-PARTICIPATING (CITY) WATERLINE | ||||||||
0089 | TRENCH EXCAVATION | 615(F) 6129 | CY | 2,542.000 | 2,851.800 | 2,851.800 | $5.00 | $0.00 | $14,259.00 | |
0090 | 6" DUCTILE IRON PIPE | 616(A) 5121 | LF | 1,449.000 | 1,620.770 | 1,620.770 | $76.00 | $0.00 | $123,178.52 | |
0091 | 8" DUCTILE IRON PIPE | 616(A) 5122 | LF | 355.000 | 92.500 | 92.500 | $81.00 | $0.00 | $7,492.50 | |
0092 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 188.000 | 102.750 | 102.750 | $136.00 | $0.00 | $13,974.00 | |
0093 | 16" DUCTILE IRON PIPE | 616(A) 5894 | LF | 3,878.000 | 4,000.430 | 4,000.430 | $146.00 | $0.00 | $584,062.78 | |
0094 | 3/4" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5214 | LF | 90.000 | 25.000 | 25.000 | $40.00 | $0.00 | $1,000.00 | |
0095 | 1" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5215 | LF | 1,310.000 | 663.000 | 663.000 | $22.00 | $0.00 | $14,586.00 | |
0096 | 2" POLYVINYL CHLORIDE (PVC) PIPE | 616(B) 5218 | LF | 623.000 | 500.000 | 500.000 | $23.00 | $0.00 | $11,500.00 | |
0097 | 3/4" COPPER WATER SERVICE PIPE | 616(C) 0868 | LF | 180.000 | 98.000 | 98.000 | $24.00 | $0.00 | $2,352.00 | |
0098 | 1" COPPER WATER SERVICE PIPE | 616(C) 0869 | LF | 43.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0099 | (PL)1 1/2" COPPER WATER SERVICE PIPE (JACKED) | 616(C) 5224 | LF | 378.000 | 545.000 | 545.000 | $35.00 | $0.00 | $19,075.00 | |
0100 | 2" AIR RELIEF VALVE ASSEMBLY & METER CAN | 616(D) 0767 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0101 | 2" GATE VALVE | 616(D) 1050 | EA | 5.000 | 3.000 | 3.000 | $343.00 | $0.00 | $1,029.00 | |
0102 | 6" GATE VALVE | 616(D) 1070 | EA | 31.000 | 31.000 | 31.000 | $552.00 | $0.00 | $17,112.00 | |
0103 | 8" GATE VALVE | 616(D) 1080 | EA | 3.000 | 3.000 | 3.000 | $808.00 | $0.00 | $2,424.00 | |
0104 | 12" GATE VALVE | 616(D) 1100 | EA | 4.000 | 4.000 | 4.000 | $1,600.00 | $0.00 | $6,400.00 | |
0105 | 16" GATE VALVE | 616(D) 1125 | EA | 12.000 | 13.000 | 13.000 | $4,700.00 | $0.00 | $61,100.00 | |
0106 | 16" 45 DEGREE FITTING | 616(D) 7036 | EA | 18.000 | 7.000 | 7.000 | $831.00 | $0.00 | $5,817.00 | |
0107 | 16" 11 1/4 DEGREE FITTING | 616(D) 7038 | EA | 2.000 | 1.000 | 1.000 | $813.00 | $0.00 | $813.00 | |
0108 | STANDARD VALVE BOX | 616(D) 7051 | EA | 56.000 | 49.000 | 49.000 | $150.00 | $0.00 | $7,350.00 | |
0109 | 3/4" CORPORATION STOPS | 616(E) 0878 | EA | 18.000 | 18.000 | 18.000 | $370.00 | $0.00 | $6,660.00 | |
0110 | 1" CORPORATION STOPS | 616(E) 0879 | EA | 8.000 | 1.000 | 1.000 | $390.00 | $0.00 | $390.00 | |
0111 | METER INSTALLATION 3/4" | 616(F) 5948 | EA | 26.000 | 18.000 | 18.000 | $450.00 | $0.00 | $8,100.00 | |
0112 | FIRE HYDRANTS | 616(G) 1192 | EA | 8.000 | 9.000 | 9.000 | $1,700.00 | $0.00 | $15,300.00 | |
0113 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 8.000 | 6.000 | 6.000 | $400.00 | $0.00 | $2,400.00 | |
0114 | 2" SOLID SLEEVE | 616(I) 0010 | EA | 10.000 | 3.000 | 3.000 | $593.00 | $0.00 | $1,779.00 | |
0115 | 6" SOLID SLEEVE | 616(I) 0018 | EA | 15.000 | 6.000 | 6.000 | $634.00 | $0.00 | $3,804.00 | |
0116 | 8" SOLID SLEEVE | 616(I) 0020 | EA | 2.000 | 2.000 | 2.000 | $865.00 | $0.00 | $1,730.00 | |
0117 | 12" SOLID SLEEVE | 616(I) 0024 | EA | 10.000 | 5.000 | 5.000 | $1,055.00 | $0.00 | $5,275.00 | |
0118 | (PL)24" STEEL CASING | 616(I) 5270 | LF | 15.000 | 0.000 | 0.000 | $152.00 | $0.00 | $0.00 | |
0119 | (PL)30" STEEL CASING | 616(I) 5272 | LF | 20.000 | 0.000 | 0.000 | $160.00 | $0.00 | $0.00 | |
0120 | 6" X 6" X 6" TEE | 616(J) 0022 | EA | 3.000 | 6.000 | 6.000 | $283.00 | $0.00 | $1,698.00 | |
0121 | 8" X 8" X 6" TEE | 616(J) 0026 | EA | 2.000 | 1.000 | 1.000 | $369.00 | $0.00 | $369.00 | |
0122 | 16" X 16" X 16" TEE | 616(J) 0036 | EA | 13.000 | 15.000 | 15.000 | $1,114.00 | $0.00 | $16,710.00 | |
0123 | 6" 90 DEGREE FITTING | 616(K) 0040 | EA | 2.000 | 8.000 | 8.000 | $245.00 | $0.00 | $1,960.00 | |
0124 | 6" 45 DEGREE FITTING | 616(K) 0042 | EA | 4.000 | 16.000 | 16.000 | $230.00 | $0.00 | $3,680.00 | |
0125 | 8" 45 DEGREE FITTING | 616(K) 0044 | EA | 2.000 | 2.000 | 2.000 | $464.00 | $0.00 | $928.00 | |
0126 | 6" 22 1/2 DEGREE FITTING | 616(K) 0055 | EA | 27.000 | 14.000 | 14.000 | $224.00 | $0.00 | $3,136.00 | |
0127 | 12" 11 1/4 DEGREE FITTING | 616(K) 0065 | EA | 6.000 | 5.000 | 5.000 | $448.00 | $0.00 | $2,240.00 | |
0128 | 6" X 4" REDUCER | 616(L) 0070 | EA | 6.000 | 1.000 | 1.000 | $254.00 | $0.00 | $254.00 | |
0129 | 16" X 16" X 12" X 12" CROSS | 616(M) 0090 | EA | 6.000 | 3.000 | 3.000 | $824.00 | $0.00 | $2,472.00 | |
Subtotals For Category 0900/NON-PARTICIPATING (CITY) WATERLINE | $0.00 | $976,409.80 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0901/STAKING (NON-PARTICIPATING) | ||||||||
0130 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
Subtotals For Category 0901/STAKING (NON-PARTICIPATING) | $0.00 | $8,000.00 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0902/Federal Non Participating | ||||||||
Subtotals For Category 0902/Federal Non Participating | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STP-STIM(288)IG | Project: 26707(04) | Category: 0903/NON-PARTICIPATING (CITY)- ROADWAY | ||||||||
8010 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 0.000 | 384.560 | 384.560 | $34.50 | $0.00 | $13,267.32 | |
Subtotals For Category 0903/NON-PARTICIPATING (CITY)- ROADWAY | $0.00 | $13,267.32 | ||||||||
Subtotals For Project STP-STIM(288)IG /26707(04) | $0.00 | $2,528,534.17 |