Contract ID: | 090616 | Estimate Number: | 0025 , Final | Spec Year: | 1999 | |||
Primary JP: | 20298(04) | Residency: | DUNCAN (07100) | Contract No: | 510532 | |||
Date Created: | 09/06/2016 | Contractor FEI: | 420945831A | Account No: | 404700 |
Project Number(s): | SAP-021N(029) | ||||||||
Contract Description: | GRADE, DRAIN AND SURFACE SH-7: BEGIN 3.3 MILES EAST OF I-44, EXTEND EAST. PROJECT LENGTH = 3.267 MILES. | ||||||||
Primary County: | COMANCHE | ||||||||
Name of Road: | SH-7 | ||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | Time Charged: | 2277.00 | ||||||
P.O. BOX 3788 | Time Allowed: | 2259.00 | |||||||
EDMOND , OK 73083 | Percent Time: | 100.80 % |
Paid To Date: | $6,716,583.23 | Payable This Statement: | $35,432.18 |
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. |
DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV |
_________________________________________________ |
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: | 090616 | Estimate Number: | 0025 | Contract No: | 510532 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Final | Account No: | 404700 | |||
Project Number(s): | SAP-021N(029) | ||||||||||||
Primary Job Piece No: | 20298(04) | ||||||||||||
Contract Description: | GRADE, DRAIN AND SURFACE SH-7: BEGIN 3.3 MILES EAST OF I-44, EXTEND EAST. PROJECT LENGTH = 3.267 MILES. | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | SH-7 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/15/2009 | NTP Effective Date: | 03/01/2010 | Pay Period: | 02/01/2013 TO 08/12/2016 |
Date Awarded: | 11/02/2009 | Date Work Began: | 01/19/2010 | Original Contract Time: | 200 |
Date Contract Executed: | 11/13/2009 | Date Time Stopped: | 04/14/2016 | Current Time Charged: | 2277.00 |
Date NTP Issued: | 11/16/2009 | Completion Date: | 04/14/2016 | Current Time Allowed: | 2259.00 |
General Liability Expires: | 07/01/2017 | Workman's Comp Expires: | 06/30/2017 | Percent Time Used: | 100.80 % |
Specification Year: | 1999 | ||||
Bid Amount: | $6,516,287.53 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $6,972,844.03 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 96.32 % | Non Participating: | $6,741,555.79 | $6,704,503.23 | $37,052.56 | ||
Unearned Balance: | $256,260.80 | Total Earnings: | $6,741,555.79 | $6,704,503.23 | $37,052.56 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $6,741,555.79 | $6,704,503.23 | $37,052.56 | ||||
Other Adjustments: | $-6,972.56 | $-5,352.18 | $-1,620.38 | ||||
Liq Dam/Disincentive: | $-18,000.00 | $-18,000.00 | $0.00 | ||||
TOTAL: | $6,716,583.23 | $6,681,151.05 | $35,432.18 |
Contract ID: | 090616 | Estimate Number: | 0025 | Primary JP: | 20298(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds Removal of Conc. Pav't. | Approved | 07/07/2010 | 0.0 | $168,493.62 |
002 | Re-lap Guardrail & Add GET | Approved | 09/08/2010 | 0.0 | $10,932.23 |
003 | Additional Days for Concrete Removal | Approved | 08/18/2010 | 15.0 | $0.00 |
004 | Additional Sawing for 6" PCCP | Approved | 02/08/2011 | 0.0 | $6,170.77 |
005 | Right-of-Way Fence w/Gate | Approved | 07/11/2011 | 0.0 | $2,206.40 |
006 | Quantities for Additional Drives | Approved | 07/11/2011 | 0.0 | $68,967.74 |
007 | Adds New Item for Smoothness Bonus | Approved | 03/05/2012 | 0.0 | $68,731.78 |
008 | Increases Plan Quantity for Undercut | Approved | 10/03/2011 | 0.0 | $43,741.82 |
009 | Additional Pay Items for 60th St. | Approved | 02/05/2013 | 0.0 | $87,312.14 |
010 | FINAL QUANTITY CHANGE ORDER | Approved | 07/07/2016 | 0.0 | $-231,288.28 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Initial Payment | 0011 | $83,810.11 |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Closure | 0014 | $-61,863.61 |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0011 | $-17,516.04 |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0012 | $-4,430.46 |
20298(04) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-278.04 |
20298(04) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-57,919.26 |
20298(04) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $58,197.30 |
20298(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0011 | $27,779.70 |
20298(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0011 | $-27,779.70 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0014 | --5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0015 | --13 | $1,000.00 | $-13,000.00 | Subtotals For Liquidated Damages | $-18,000.00 |
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 |
20298(04) | 0008 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0018 | 30,100.16 | $-1.34 | $-40,334.21 |
20298(04) | 0008 | SOLID SLAB SODDING | * Permanent Erosion Control-Out of Season | 0022 | 30,100.16 | $1.34 | $40,334.21 |
20298(04) | 0013 | (SP)LIME | * Material Discrepancy Adjustments | 0011 | -202.77 | $5.00 | $-1,013.85 |
20298(04) | 0013 | (SP)LIME | * Material Discrepancy Adjustments | 0011 | -198.29 | $1.75 | $-347.01 |
20298(04) | 0013 | (SP)LIME | * Material Discrepancy Adjustments | 0011 | -77.15 | $2.50 | $-192.88 |
20298(04) | 0013 | (SP)LIME | * Material Discrepancy Adjustments | 0025 | 0.00 | $0.00 | $-1,565.01 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0014 | -37.22 | $95.85 | $-3,567.92 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $705.42 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $453.33 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $969.38 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $-3,219.54 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 155.53 | $1.40 | $218.99 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 282.94 | $6.34 | $1,794.70 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | -1.30 | $-2.98 | $3.88 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0014 | -75.00 | $117.15 | $-8,786.25 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $397.30 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $442.69 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $-51,497.13 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $429.54 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 228.28 | $1.60 | $367.35 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0019 | 0.00 | $0.00 | $56,685.41 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 111.50 | $7.24 | $808.29 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 17.38 | $-3.40 | $-59.25 | Subtotals For Line Item Adjustments | $-6,972.56 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090616 | Estimate Number: | 0025 | Primary JP: | 20298(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: SAP-021N(029) | Project: 20298(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 46,766.000 | 58,364.000 | 58,364.000 | $3.35 | $0.00 | $195,519.41 | |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 90,545.000 | 91,651.000 | 91,651.000 | $4.42 | $0.00 | $405,097.42 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $31,950.00 | $0.00 | $31,950.00 | |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 500.000 | 1,565.000 | 1,565.000 | $1.22 | $0.00 | $1,909.30 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 9.000 | 0.000 | 0.000 | $133.13 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 518.000 | 448.000 | 448.000 | $5.33 | $0.00 | $2,387.84 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 4,880.000 | 5,230.000 | 5,230.000 | $1.26 | $0.00 | $6,589.80 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 228,691.000 | 164,338.430 | 0.300 | 164,338.430 | $1.34 | $0.40 | $220,213.49 |
0009 | SEEDING METHOD A | 232(A) 2813 | AC | 48.000 | 0.000 | 0.000 | $213.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 48.000 | 0.000 | 0.000 | $319.50 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 102.000 | 7.430 | 7.430 | $79.88 | $0.00 | $593.51 | |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 88,760.000 | 92,365.690 | 92,365.690 | $8.25 | $0.00 | $762,016.95 | |
0013 | (SP)LIME | 327(D) 4230 | TON | 2,944.000 | 2,041.840 | 121.350 | 2,041.840 | $125.00 | $15,168.75 | $255,230.00 |
0014 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 97,093.000 | 106,413.710 | 1,542.050 | 106,413.710 | $1.62 | $2,498.12 | $172,390.22 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 515.000 | 346.080 | -168.920 | 346.080 | $26.63 | $-4,498.34 | $9,216.10 |
0016 | TACK COAT | 407 0250 | GAL | 240.000 | 0.000 | 0.000 | $2.66 | $0.00 | $0.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 48,845.000 | 11,475.220 | 1,318.880 | 11,475.220 | $4.41 | $5,816.26 | $50,605.72 |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 533.000 | 1,270.980 | -1.300 | 1,270.980 | $95.85 | $-124.61 | $121,823.43 |
0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 180.000 | 779.730 | 17.380 | 779.730 | $117.15 | $2,036.07 | $91,345.38 |
0020 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 43,334.000 | 41,805.560 | 41,805.560 | $12.50 | $0.00 | $522,569.51 | |
0021 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 48,049.000 | 51,233.720 | 51,233.720 | $7.00 | $0.00 | $358,636.04 | |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 21,611.000 | 22,315.500 | 22,315.500 | $87.20 | $0.00 | $1,945,911.59 | |
0023 | (PL)FOG SEAL | 417 4659 | GAL | 102.000 | 0.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0024 | COLD MILLING PAVEMENT | 417 5267 | SY | 6,112.000 | 6,111.110 | 0.110 | 6,111.110 | $3.83 | $0.42 | $23,405.55 |
0025 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 102,371.000 | 98,601.030 | -3,465.810 | 98,601.030 | $0.89 | $-3,084.57 | $87,754.91 |
0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 108.000 | 174.270 | 61.470 | 174.270 | $37.28 | $2,291.60 | $6,496.79 |
0027 | CLASS AA CONCRETE | 509(A) 0319 | CY | 65.000 | 152.140 | 22.820 | 152.140 | $452.63 | $10,329.02 | $68,863.13 |
0028 | CLASS A CONCRETE | 509(B) 0321 | CY | 428.000 | 279.580 | 16.540 | 279.580 | $447.30 | $7,398.34 | $125,056.13 |
0029 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 4.000 | 1.770 | -1.730 | 1.770 | $1,065.00 | $-1,842.45 | $1,885.05 |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 634.000 | 679.580 | 1.630 | 679.580 | $202.35 | $329.83 | $137,513.02 |
0031 | REINFORCING STEEL | 511(A) 0332 | LB | 59,981.000 | 64,921.140 | 6,733.040 | 64,921.140 | $0.69 | $4,645.80 | $44,795.59 |
0032 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 20.000 | 195.220 | 15.920 | 195.220 | $47.93 | $763.05 | $9,356.90 |
0033 | TYPE I-A FILTER BLANKET | 601(A-2)0538 | TON | 1.000 | 76.240 | 76.240 | $106.50 | $0.00 | $8,119.56 | |
0034 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 6.000 | 8.000 | 8.000 | $1,278.00 | $0.00 | $10,224.00 | |
0035 | JUNCTION BOXES | 611(J) 0487 | CF | 97.000 | 48.490 | -48.310 | 48.490 | $31.95 | $-1,543.50 | $1,549.26 |
0036 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 493.000 | 536.000 | 536.000 | $47.93 | $0.00 | $25,690.48 | |
0037 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,156.000 | 1,376.000 | -258.000 | 1,376.000 | $58.58 | $-15,113.64 | $80,606.08 |
0038 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 1.000 | 3.000 | 3.000 | $639.00 | $0.00 | $1,917.00 | |
0039 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 4.000 | 9.000 | 9.000 | $905.25 | $0.00 | $8,147.25 | |
0040 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 3.000 | 3.000 | 3.000 | $1,464.38 | $0.00 | $4,393.14 | |
0041 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 4.000 | 4.000 | 4.000 | $905.25 | $0.00 | $3,621.00 | |
0042 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 11.000 | 13.000 | 13.000 | $931.88 | $0.00 | $12,114.44 | |
0043 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 3.000 | 3.000 | 3.000 | $2,023.50 | $0.00 | $6,070.50 | |
0044 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 454.000 | 800.500 | 212.000 | 800.500 | $31.95 | $6,773.40 | $25,575.97 |
0045 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 340.000 | 192.000 | 192.000 | $37.28 | $0.00 | $7,157.76 | |
0046 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 152.000 | 152.000 | 152.000 | $53.25 | $0.00 | $8,094.00 | |
0047 | 57" X 38" CORR. GALV. STEEL PIPE ARCH | 613(D) 4532 | LF | 216.000 | 234.000 | -2.000 | 234.000 | $79.88 | $-159.76 | $18,691.92 |
0048 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 1.000 | -1.000 | 1.000 | $639.00 | $-639.00 | $639.00 |
0049 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 500.000 | 2,100.000 | 2,100.000 | $5.33 | $0.00 | $11,193.00 | |
0050 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 300.000 | 400.000 | 400.000 | $5.33 | $0.00 | $2,132.00 | |
0051 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 7.000 | 7.000 | 7.000 | $766.80 | $0.00 | $5,367.60 | |
0052 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 63,334.000 | 74,530.370 | 3,664.730 | 74,530.370 | $1.60 | $5,863.57 | $119,248.59 |
0053 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 6.000 | $74.55 | $0.00 | $447.30 | |
0054 | MAILBOX | 629(C) 4960 | EA | 6.000 | 6.000 | 6.000 | $26.63 | $0.00 | $159.78 | |
0055 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 6.000 | 6.000 | $10.65 | $0.00 | $63.90 | |
8010 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 30,161.800 | 30,161.800 | $4.58 | $0.00 | $138,141.04 | |
8050 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 0.000 | 1.000 | 1.000 | $4,398.43 | $0.00 | $4,398.43 | |
8060 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 910.000 | 910.000 | $2.78 | $0.00 | $2,529.80 | |
8070 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 0.000 | 910.000 | 910.000 | $4.40 | $0.00 | $4,004.00 | |
8100 | SAWING PAVEMENT | 619(C) 0924 | LF | 0.000 | 9,166.750 | 9,166.750 | 9,166.750 | $0.62 | $5,713.73 | $5,713.73 |
8110 | FENCE-STYLE WWF | 624(A) 4281 | LF | 0.000 | 160.000 | 160.000 | $13.79 | $0.00 | $2,206.40 | |
8130 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $68,731.78 | $0.00 | $68,731.78 | |
8140 | EARTHWORK | 202(G) 0185 | LSUM | 0.000 | 1.000 | 1.000 | $27,079.78 | $0.00 | $27,079.78 | |
8150 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $8,610.00 | $0.00 | $8,610.00 | |
8160 | TACK COAT | 407 0250 | GAL | 0.000 | 0.000 | 0.000 | $5.88 | $0.00 | $0.00 | |
8170 | CONSTRUCTION MISCELLANEOUS | 104 0150 | TON | 0.000 | 282.940 | 282.940 | $4.81 | $0.00 | $1,360.94 | |
8180 | CONSTRUCTION MISCELLANEOUS | 104 0150 | TON | 0.000 | 111.500 | 111.500 | $0.35 | $0.00 | $39.03 | |
Subtotals For Category 0100/ROADWAY | $42,622.49 | $6,283,171.24 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0056 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 1,650.000 | 1,200.000 | 1,200.000 | $18.28 | $0.00 | $21,936.00 | |
0057 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 79,632.000 | 128,299.000 | 26,849.000 | 128,299.000 | $0.16 | $4,295.84 | $20,527.84 |
0058 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 1,000.000 | 173.000 | 173.000 | $1.07 | $0.00 | $185.11 | |
0059 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 79,632.000 | 80,790.000 | 80,790.000 | $0.11 | $0.00 | $8,886.90 | |
0060 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 400.000 | 200.000 | -90.000 | 200.000 | $15.98 | $-1,438.20 | $3,196.00 |
0061 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 24,800.000 | 8,384.000 | -2,304.000 | 8,384.000 | $0.21 | $-483.84 | $1,760.64 |
0062 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 400.000 | 354.000 | -226.000 | 354.000 | $5.33 | $-1,204.58 | $1,886.82 |
0063 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,800.000 | 27,674.000 | -8,310.000 | 27,674.000 | $1.07 | $-8,891.70 | $29,611.18 |
0064 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,000.000 | 5,882.000 | -1,390.058 | 5,882.000 | $0.80 | $-1,112.05 | $4,705.60 |
0065 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 8,000.000 | 3,244.000 | -1,196.012 | 3,244.000 | $1.07 | $-1,279.73 | $3,471.08 |
0066 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,000.000 | 5,972.000 | -1,800.000 | 5,972.000 | $0.53 | $-954.00 | $3,165.16 |
0067 | WING BARRICADES | 880(C) 8848 | SD | 800.000 | 932.000 | -324.000 | 932.000 | $1.07 | $-346.68 | $997.24 |
0068 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 18,800.000 | 19,672.000 | -8,610.001 | 19,672.000 | $0.11 | $-947.10 | $2,163.92 |
0069 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 28,000.000 | 19,937.000 | -6,755.000 | 19,937.000 | $0.11 | $-743.05 | $2,193.07 |
0070 | DRUMS | 880(F) 8878 | SD | 14,000.000 | 13,864.000 | -4,082.000 | 13,864.000 | $0.21 | $-857.22 | $2,911.44 |
0071 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 35,200.000 | 85,292.000 | -3,455.000 | 85,292.000 | $0.11 | $-380.05 | $9,382.12 |
0072 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 400.000 | 0.000 | 0.000 | $21.30 | $0.00 | $0.00 | |
8190 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $1,350.00 | $0.00 | $1,350.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $-14,342.36 | $118,330.12 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0301/SIGNING & STRIPING | ||||||||
0073 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 472.920 | 481.740 | 8.820 | 481.740 | $14.91 | $131.51 | $7,182.75 |
0074 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 1,042.500 | 1,056.250 | 13.750 | 1,056.250 | $7.46 | $102.58 | $7,879.63 |
0075 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 48.000 | 54.000 | 4.000 | 54.000 | $106.50 | $426.00 | $5,751.00 |
0076 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 45,041.000 | 56,583.850 | 9,859.850 | 56,583.850 | $0.64 | $6,310.30 | $36,213.66 |
0077 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 42,678.000 | 43,104.000 | -3,277.000 | 43,104.000 | $0.48 | $-1,572.96 | $20,689.92 |
0078 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 69.000 | 69.000 | 69.000 | $26.63 | $0.00 | $1,837.47 | |
Subtotals For Category 0301/SIGNING & STRIPING | $5,397.43 | $79,554.43 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0600/STAKING | ||||||||
0079 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $50,000.00 | $2,500.00 | $50,000.00 |
Subtotals For Category 0600/STAKING | $2,500.00 | $50,000.00 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0640/CONSTRUCTION | ||||||||
0080 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $3,500.00 | $875.00 | $3,500.00 |
0081 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0082 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $875.00 | $210,500.00 | ||||||||
Subtotals For Project SAP-021N(029) /20298(04) | $37,052.56 | $6,741,555.79 |