Contract ID: | 100405 | Estimate Number: | 0033 , Final | Spec Year: | 1999 | |||
Primary JP: | 27403(04) | Residency: | CEC CORP. (AKA COBB ENGRING CO., INC.) (08003) | Contract No: | 610254 | |||
Date Created: | 09/02/2015 | Contractor FEI: | 731133882 | Account No: | 400850 |
Project Number(s): | STP-STIM(514)IG | ||||||||
Contract Description: | PAVEMENT REHABILITATION (ASPHALT) CITY STREET (LEWIS AVENUE): FROM 21ST STREET, EXTEND SOUTH TO 31ST STREET IN THE CITY OF TULSA. PROJECT LENGTH = 1.0 MILE. | ||||||||
Primary County: | TULSA | ||||||||
Name of Road: | CITY STREET | ||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | Time Charged: | 633.00 | ||||||
P.O. BOX 10 | Time Allowed: | 606.00 | |||||||
CATOOSA , OK 74015-0010 | Percent Time: | 104.46 % |
Paid To Date: | $2,218,492.23 | Payable This Statement: | $7,855.25 |
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. |
SHERWOOD CONSTRUCTION CO., 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: | 100405 | Estimate Number: | 0033 | Contract No: | 610254 | |||
Residency: | CEC CORP. (AKA COBB ENGRING CO., INC.) (08003) | Estimate Type: | Final | Account No: | 400850 | |||
Project Number(s): | STP-STIM(514)IG | ||||||||||||
Primary Job Piece No: | 27403(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION (ASPHALT) CITY STREET (LEWIS AVENUE): FROM 21ST STREET, EXTEND SOUTH TO 31ST STREET IN THE CITY OF TULSA. PROJECT LENGTH = 1.0 MILE. | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | ||||||||||||
P.O. BOX 10 | |||||||||||||
CATOOSA , OK 74015-0010 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 06/17/2010 | NTP Effective Date: | 10/04/2010 | Pay Period: | 07/01/2013 TO 07/22/2015 |
Date Awarded: | 07/06/2010 | Date Work Began: | 10/04/2010 | Original Contract Time: | 300 |
Date Contract Executed: | 07/14/2010 | Date Time Stopped: | 06/27/2012 | Current Time Charged: | 633.00 |
Date NTP Issued: | 07/16/2010 | Completion Date: | 06/27/2012 | Current Time Allowed: | 606.00 |
General Liability Expires: | 01/01/2016 | Workman's Comp Expires: | 01/01/2016 | Percent Time Used: | 104.46 % |
Specification Year: | 1999 | ||||
Bid Amount: | $2,066,653.10 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $2,238,940.71 | Participating: | $1,362,411.14 | $1,354,555.89 | $7,855.25 | ||
Percent Complete: | 99.09 % | Non Participating: | $869,611.81 | $869,611.81 | $0.00 | ||
Unearned Balance: | $20,448.48 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Total Earnings: | $2,232,022.95 | $2,224,167.70 | $7,855.25 | ||||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $2,232,022.95 | $2,224,167.70 | $7,855.25 | ||||
Other Adjustments: | $6,719.28 | $6,719.28 | $0.00 | ||||
Liq Dam/Disincentive: | $-20,250.00 | $-20,250.00 | $0.00 | ||||
TOTAL: | $2,218,492.23 | $2,210,636.98 | $7,855.25 |
Contract ID: | 100405 | Estimate Number: | 0033 | Primary JP: | 27403(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Additional time for delays on project | Approved | 02/01/2012 | 120.0 | $0.00 |
002 | Additional funds for quantity overruns | Approved | 06/04/2013 | 19.0 | $172,287.61 |
003 | Final Quantity Change Order | Approved | 06/11/2015 | 0.0 | $-6,917.79 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0021 | --10 | $750.00 | $-7,500.00 |
System Application of Liquidated Damages | 0022 | --11 | $750.00 | $-8,250.00 |
System Application of Liquidated Damages | 0023 | --28 | $750.00 | $-21,000.00 |
System Application of Liquidated Damages | 0024 | --15 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0025 | --7.0 | $750.00 | $-5,250.00 |
System Application of Liquidated Damages | 0026 | --6.0 | $750.00 | $-4,500.00 |
System Application of Liquidated Damages | 0027 | --16 | $750.00 | $-12,000.00 |
System Application of Liquidated Damages | 0028 | --15 | $750.00 | $-11,250.00 |
System Application of Liquidated Damages | 0029 | -108 | $750.00 | $81,000.00 |
System Application of Liquidated Damages | 0030 | --5.0 | $750.00 | $-3,750.00 |
System Application of Liquidated Damages | 0031 | --9.0 | $750.00 | $-6,750.00 |
System Application of Liquidated Damages | 0032 | --13 | $750.00 | $-9,750.00 | Subtotals For Liquidated Damages | $-20,250.00 |
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 |
27403(04) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 1,222.82 | $2.65 | $3,250.26 |
27403(04) | 0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0032 | 1,278.50 | $1.81 | $2,324.31 |
27403(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 134.01 | $2.93 | $393.30 |
27403(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0029 | 278.89 | $1.74 | $485.93 |
27403(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 156.21 | $1.87 | $292.88 |
27403(04) | 0011 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | -13.65 | $2.00 | $-27.40 | Subtotals For Line Item Adjustments | $6,719.28 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100405 | Estimate Number: | 0033 | Primary JP: | 27403(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(514)IG | Project: 27403(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,094.000 | 1,126.950 | 1,126.950 | $35.00 | $0.00 | $39,443.25 | |
0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 300.000 | 150.000 | 150.000 | $2.00 | $0.00 | $300.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,000.000 | 0.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 6,080.000 | 4,444.650 | 4,444.650 | $2.00 | $0.00 | $8,889.30 | |
0005 | SEEDING METHOD A | 232(A) 2813 | AC | 1.000 | 0.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
0006 | AGGREGATE BASE | 303 0192 | CY | 1,094.000 | 1,156.360 | 1,156.360 | $30.00 | $0.00 | $34,690.80 | |
0007 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,228.000 | 3,353.760 | 3,353.760 | $5.00 | $0.00 | $16,768.80 | |
0008 | (PL)GEOTEXTILE MAT | 325 4951 | SY | 11,506.000 | 11,374.130 | 11,374.130 | $2.25 | $0.00 | $25,591.79 | |
0009 | SEPARATOR FABRIC | 325 5271 | SY | 3,228.000 | 3,353.760 | 3,353.760 | $1.25 | $0.00 | $4,192.23 | |
0010 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 2,643.000 | 2,501.320 | 2,501.320 | $80.00 | $0.00 | $200,105.60 | |
0011 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | 411(S5) 5975 | TON | 1,322.000 | 897.750 | 897.750 | $80.00 | $0.00 | $71,820.00 | |
0012 | 8" H.E.S. CONCRETE (PATCHING) | 414(B) 5071 | SY | 3,228.000 | 3,474.610 | 120.850 | 3,474.610 | $65.00 | $7,855.25 | $225,849.65 |
0013 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 23,084.000 | 19,942.240 | 19,942.240 | $2.25 | $0.00 | $44,870.04 | |
0014 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 11,359.000 | 11,313.660 | 11,313.660 | $1.00 | $0.00 | $11,313.66 | |
0015 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 242.000 | 658.500 | 658.500 | $25.00 | $0.00 | $16,462.50 | |
0016 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,636.000 | 2,045.000 | 2,045.000 | $60.00 | $0.00 | $122,700.00 | |
0017 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 96.000 | 177.070 | 177.070 | $45.00 | $0.00 | $7,968.15 | |
0018 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $1,200.00 | $0.00 | $1,200.00 | |
0019 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 7.000 | 7.000 | 7.000 | $175.00 | $0.00 | $1,225.00 | |
0020 | (PL)SPECIAL INLET DRAIN | 611(E) 4012 | EA | 23.000 | 23.000 | 23.000 | $4,000.00 | $0.00 | $92,000.00 | |
0021 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-RVG-F) | 611(G) 4489 | EA | 40.000 | 36.000 | 36.000 | $400.00 | $0.00 | $14,400.00 | |
0022 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 97.000 | 99.000 | 99.000 | $250.00 | $0.00 | $24,750.00 | |
0023 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 32.000 | 32.000 | 32.000 | $500.00 | $0.00 | $16,000.00 | |
0024 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 18.000 | 42.000 | 42.000 | $100.00 | $0.00 | $4,200.00 | |
0025 | 12" R.C.PIPE CLASS III | 613(B) 0400 | LF | 116.000 | 56.000 | 56.000 | $75.00 | $0.00 | $4,200.00 | |
0026 | 15" R.C.PIPE CLASS III | 613(B) 0403 | LF | 111.000 | 173.000 | 173.000 | $35.00 | $0.00 | $6,055.00 | |
0027 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 111.000 | 84.000 | 84.000 | $40.00 | $0.00 | $3,360.00 | |
0028 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 49.000 | 46.000 | 46.000 | $65.00 | $0.00 | $2,990.00 | |
0029 | TRENCH EXCAVATION | 613(S) 1180 | CY | 173.000 | 100.980 | 100.980 | $55.00 | $0.00 | $5,553.90 | |
0030 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 158.000 | 43.870 | 43.870 | $35.00 | $0.00 | $1,535.45 | |
0031 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0032 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 235.000 | 734.500 | 734.500 | $5.00 | $0.00 | $3,672.50 | |
0033 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 1,335.000 | 2,398.590 | 2,398.590 | $8.00 | $0.00 | $19,188.72 | |
8001 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 0.000 | 436.740 | 436.740 | $54.00 | $0.00 | $23,583.96 | |
Subtotals For Category 0100/ROADWAY | $7,855.25 | $1,069,880.30 | ||||||||
Fed/State Project Number: STP-STIM(514)IG | Project: 27403(04) | Category: 0300/TRAFFIC | ||||||||
0034 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 200.000 | 0.000 | 0.000 | $7.50 | $0.00 | $0.00 | |
0035 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 200.000 | 0.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0036 | (PL)VEHICLE DETECTOR | 828(A) 8142 | EA | 2.000 | 0.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0037 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 200.000 | 0.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
0038 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 200.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0039 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 15,382.000 | 14,470.500 | 14,470.500 | $1.00 | $0.00 | $14,470.50 | |
0040 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 5.000 | 6.000 | 6.000 | $100.00 | $0.00 | $600.00 | |
0041 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 9,080.000 | 26,892.000 | 26,892.000 | $0.30 | $0.00 | $8,067.60 | |
0042 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 18,430.000 | 1,762.000 | 1,762.000 | $0.30 | $0.00 | $528.60 | |
0043 | REMOVABLE PAVEMENT MARKING TAPE(ARROWS) | 856(D) 8860 | EA | 10.000 | 4.000 | 4.000 | $150.00 | $0.00 | $600.00 | |
0044 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 14,520.000 | 10,600.000 | 10,600.000 | $0.40 | $0.00 | $4,240.00 | |
0045 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,340.000 | 13,572.000 | 13,572.000 | $1.20 | $0.00 | $16,286.40 | |
0046 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,410.000 | 10,120.000 | 10,120.000 | $3.50 | $0.00 | $35,420.00 | |
0047 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 810.000 | 15,803.000 | 15,803.000 | $3.50 | $0.00 | $55,310.50 | |
0048 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,295.000 | 10,999.000 | 10,999.000 | $1.20 | $0.00 | $13,198.80 | |
0049 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 6,600.000 | 24,787.000 | 24,787.000 | $0.12 | $0.00 | $2,974.44 | |
0050 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 58,440.000 | 58,350.000 | 58,350.000 | $0.02 | $0.00 | $1,167.00 | |
0051 | DRUMS | 880(F) 8878 | SD | 58,440.000 | 58,350.000 | 58,350.000 | $0.02 | $0.00 | $1,167.00 | |
0052 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 600.000 | 188.000 | 188.000 | $125.00 | $0.00 | $23,500.00 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $177,530.84 | ||||||||
Fed/State Project Number: STP-STIM(514)IG | Project: 27403(04) | Category: 0600/STAKING | ||||||||
0053 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $40,000.00 | ||||||||
Fed/State Project Number: STP-STIM(514)IG | Project: 27403(04) | Category: 0640/CONSTRUCTION | ||||||||
0054 | FIELD OFFICE | 640 1426 | EA | 1.000 | 0.000 | 0.000 | $5,000.00 | $0.00 | $0.00 | |
0055 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $75,000.00 | ||||||||
Fed/State Project Number: STP-STIM(514)IG | Project: 27403(04) | Category: 0900/ROADWAY (WATERLINE NON-PARTICIPATING) | ||||||||
0056 | 8" H.E.S. CONCRETE (PATCHING) | 414(B) 5071 | SY | 1,434.000 | 3,214.700 | 3,214.700 | $65.00 | $0.00 | $208,955.50 | |
0057 | 8" DUCTILE IRON PIPE | 616(A) 5122 | LF | 53.000 | 25.000 | 25.000 | $65.00 | $0.00 | $1,625.00 | |
0058 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 4,432.000 | 4,311.000 | 4,311.000 | $73.00 | $0.00 | $314,703.00 | |
0059 | 6" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5810 | LF | 1,402.000 | 1,156.170 | 1,156.170 | $68.00 | $0.00 | $78,619.56 | |
0060 | 12" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5830 | LF | 849.000 | 1,014.000 | 1,014.000 | $90.00 | $0.00 | $91,260.00 | |
0061 | 6" GATE VALVE | 616(D) 1070 | EA | 23.000 | 23.000 | 23.000 | $675.00 | $0.00 | $15,525.00 | |
0062 | 8" GATE VALVE | 616(D) 1080 | EA | 1.000 | 1.000 | 1.000 | $1,000.00 | $0.00 | $1,000.00 | |
0063 | 12" GATE VALVE | 616(D) 1100 | EA | 17.000 | 20.000 | 20.000 | $1,800.00 | $0.00 | $36,000.00 | |
0064 | STANDARD VALVE BOX | 616(D) 7051 | EA | 42.000 | 53.000 | 53.000 | $200.00 | $0.00 | $10,600.00 | |
0065 | FIRE HYDRANTS | 616(G) 1192 | EA | 11.000 | 13.000 | 13.000 | $3,100.00 | $0.00 | $40,300.00 | |
0066 | SHORT WATER SERVICE & RESET METER | 616(N) 0094 | EA | 21.000 | 27.000 | 27.000 | $900.00 | $0.00 | $24,300.00 | |
0067 | (PL)RIGHT-OF-WAY CLEARANCE | 643 0094 | LSUM | 1.000 | 1.000 | 1.000 | $12,000.00 | $0.00 | $12,000.00 | |
Subtotals For Category 0900/ROADWAY (WATERLINE NON-PARTICIPATING) | $0.00 | $834,888.06 | ||||||||
Fed/State Project Number: STP-STIM(514)IG | Project: 27403(04) | Category: 0901/ROADWAY (SANITARY SEWER NON-PARTICIPATING) | ||||||||
0068 | 8" H.E.S. CONCRETE (PATCHING) | 414(B) 5071 | SY | 31.000 | 34.750 | 34.750 | $65.00 | $0.00 | $2,258.75 | |
0069 | 8" PIPE SEWER REMOVED & RELAID | 612(S) 0676 | LF | 20.000 | 20.000 | 20.000 | $300.00 | $0.00 | $6,000.00 | |
0070 | 8" SEWER PIPE | 615(C) 6121 | LF | 125.000 | 81.000 | 81.000 | $265.00 | $0.00 | $21,465.00 | |
0071 | (PL)RIGHT-OF-WAY CLEARANCE | 643 0094 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
Subtotals For Category 0901/ROADWAY (SANITARY SEWER NON-PARTICIPATING) | $0.00 | $34,723.75 | ||||||||
Subtotals For Project STP-STIM(514)IG /27403(04) | $7,855.25 | $2,232,022.95 |