Contract ID: | 110461 | Estimate Number: | 0029 , Final | Spec Year: | 2009 | |||
Primary JP: | 24217(04) | Residency: | STILLWATER (04500) | Contract No: | 710560 | |||
Date Created: | 04/06/2015 | Contractor FEI: | 731133882 | Account No: | 400400 |
Project Number(s): | IMY-0035-4(215)151 | ||||||||
Contract Description: | BRIDGE AND APPROACHES I-35: OVER SEWARD ROAD 5.0 MILES NORTH OF THE OKLAHOMA COUNTY LINE. PROJECT LENGTH = 0.709 MILE. | ||||||||
Primary County: | LOGAN | ||||||||
Name of Road: | I-35 | ||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | Time Charged: | 247.00 | ||||||
P.O. BOX 10 | Time Allowed: | 240.00 | |||||||
CATOOSA , OK 74015-0010 | Percent Time: | 102.92 % |
Paid To Date: | $7,178,881.57 | Payable This Statement: | $4,795.39 |
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: | 110461 | Estimate Number: | 0029 | Contract No: | 710560 | |||
Residency: | STILLWATER (04500) | Estimate Type: | Final | Account No: | 400400 | |||
Project Number(s): | IMY-0035-4(215)151 | ||||||||||||
Primary Job Piece No: | 24217(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES I-35: OVER SEWARD ROAD 5.0 MILES NORTH OF THE OKLAHOMA COUNTY LINE. PROJECT LENGTH = 0.709 MILE. | ||||||||||||
Primary County: | LOGAN | ||||||||||||
Name of Road: | I-35 | ||||||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | ||||||||||||
P.O. BOX 10 | |||||||||||||
CATOOSA , OK 74015-0010 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 10/20/2011 | NTP Effective Date: | 03/05/2012 | Pay Period: | 02/14/2015 TO 03/11/2015 |
Date Awarded: | 11/07/2011 | Date Work Began: | 03/05/2012 | Original Contract Time: | 240 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | 08/21/2014 | Current Time Charged: | 247.00 |
Date NTP Issued: | 11/22/2011 | Completion Date: | 08/21/2014 | Current Time Allowed: | 240.00 |
General Liability Expires: | 01/01/2016 | Workman's Comp Expires: | 01/01/2016 | Percent Time Used: | 102.92 % |
Specification Year: | 2009 | ||||
Bid Amount: | $7,119,614.24 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $7,288,168.82 | Participating: | $7,206,886.13 | $7,202,090.74 | $4,795.39 | ||
Percent Complete: | 98.50 % | Non Participating: | $3,208.58 | $3,208.58 | $0.00 | ||
Unearned Balance: | $109,287.25 | Total Earnings: | $7,210,094.71 | $7,205,299.32 | $4,795.39 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $7,210,094.71 | $7,205,299.32 | $4,795.39 | ||||
Other Adjustments: | $-17,213.14 | $-17,213.14 | $0.00 | ||||
Liq Dam/Disincentive: | $-14,000.00 | $-14,000.00 | $0.00 | ||||
TOTAL: | $7,178,881.57 | $7,174,086.18 | $4,795.39 |
Contract ID: | 110461 | Estimate Number: | 0029 | Primary JP: | 24217(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Rented Port. Type Pre. Conc. Med. Barr. | Approved | 06/04/2012 | 0.0 | $82,337.83 |
002 | Change Uncl. Exc. and Uncl. Borrow to pay plan qty. | Approved | 08/29/2012 | 0.0 | $-10,000.00 |
003 | Change Slope Wall (5") to in field measurements. | Approved | 02/22/2013 | 0.0 | $0.00 |
004 | Add Const. Misc.- Reimbursement for Utility Damages | Approved | 07/01/2013 | 0.0 | $3,208.58 |
005 | Add Special Concrete Finish pay item. | Approved | 08/13/2013 | 0.0 | $22,648.63 |
006 | Add Fuel Price Adj. Asph. Binder, Mat'l Dedu | Approved | 12/09/2014 | 0.0 | $60,359.54 |
007 | Final Contract Items Quantity | Approved | 01/22/2015 | 0.0 | $-68,074.19 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
24217(04) | 0069 | Prestressed Conc. Beams (Type IV) | Stockpiled Material Adjustment | 0008 | $-203,222.90 |
24217(04) | 0069 | Prestressed Conc. Beams (Type IV) | Stockpiled Material Initial Payment | 0002 | $203,222.90 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0018 | --5.0 | $2,000.00 | $-10,000.00 |
System Application of Liquidated Damages | 0028 | --2.0 | $2,000.00 | $-4,000.00 | Subtotals For Liquidated Damages | $-14,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0015 | $-9,792.50 |
Smoothness Deduction | 0015 | $-11,356.49 |
Smoothness Deduction | 0028 | $3,935.85 | Subtotals For Contract Adjustments | $-17,213.14 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
24217(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 1,008.00 | $0.04 | $48.84 |
24217(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 14,784.00 | $0.04 | $716.29 |
24217(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 5,698.00 | $0.08 | $481.20 |
24217(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 10,006.36 | $0.08 | $845.04 |
24217(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 4,116.00 | $0.05 | $224.12 |
24217(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0009 | 40,961.44 | $-0.03 | $-1,493.04 |
24217(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0016 | 8,508.20 | $0.06 | $565.37 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0002 | 2,786.00 | $0.04 | $134.98 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0003 | 19,754.00 | $0.08 | $1,668.23 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0004 | 15,834.00 | $0.08 | $1,337.18 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 13,944.00 | $0.05 | $759.25 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 13,482.00 | $0.05 | $734.10 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0009 | 6,301.80 | $-0.03 | $-229.70 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0016 | 10,768.00 | $0.06 | $715.53 |
24217(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0028 | -0.80 | $-0.37 | $0.30 |
24217(04) | 0016 | TACK COAT | * SUBSTANDARD ITEM | 0006 | -962.50 | $2.66 | $-2,560.25 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0006 | 0.00 | $0.00 | $-7,695.37 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 5,214.82 | $0.56 | $2,940.38 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 29.45 | $0.77 | $22.79 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 3,612.82 | $0.77 | $2,795.78 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $-3,936.12 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 1,305.42 | $0.77 | $1,010.20 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 0.00 | $0.00 | $7,695.37 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 0.00 | $0.00 | $-13,029.52 |
24217(04) | 0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0015 | 0.00 | $0.00 | $-3,342.14 |
24217(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 696.91 | $0.64 | $449.09 |
24217(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 442.36 | $0.88 | $391.22 |
24217(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 425.75 | $0.88 | $376.53 |
24217(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0013 | 0.00 | $0.00 | $-15,113.39 |
24217(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0015 | 0.00 | $0.00 | $13,626.95 |
24217(04) | 0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0028 | 0.00 | $0.00 | $14,570.58 |
24217(04) | 0090 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 730.00 | $0.04 | $35.37 |
24217(04) | 8005 | FUEL PRICE ADJUSTMENT | * Fuel Price Adjustment | 0028 | 0.00 | $0.00 | $-6,542.76 |
24217(04) | 8006 | ASPHALT BINDER PRICE ADJUSTMENT | * Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $-7,985.99 |
24217(04) | 8007 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | * Material Discrepancy Adjustments | 0028 | 0.00 | $0.00 | $9,783.59 |
24217(04) | 8008 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0028 | 13,531.48 | $-0.37 | $-5,080.39 |
24217(04) | 8008 | UNCLASSIFIED EXCAVATION | * Fuel Price Adjustment | 0028 | 0.00 | $0.00 | $5,080.39 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 03/05/2012 | 10/21/2012 | 230.00 DYS | $7,000.00 | Y |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110461 | Estimate Number: | 0029 | Primary JP: | 24217(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: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $21,501.27 | $0.00 | $21,501.28 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 85,082.000 | 85,082.000 | 85,082.000 | $4.11 | $0.00 | $349,687.02 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 107,672.000 | 107,672.000 | 107,672.000 | $4.11 | $0.00 | $442,531.92 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $42,929.58 | $0.00 | $42,929.59 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 20,010.000 | 8,727.000 | 8,727.000 | $2.59 | $0.00 | $22,602.93 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 6.000 | 0.000 | 0.000 | $218.21 | $0.00 | $0.00 | |
0007 | TEMPORARY SEDIMENT BASIN | 221(E) 2804 | EA | 5.000 | 0.000 | 0.000 | $690.33 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,048.000 | 168.000 | 168.000 | $7.10 | $0.00 | $1,192.80 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 147,411.000 | 187,515.800 | 187,515.800 | $1.21 | $0.00 | $226,894.12 | |
0010 | WATERING | 230(F) 2812 | KGAL | 5,896.000 | 961.000 | 961.000 | 961.000 | $4.99 | $4,795.39 | $4,795.39 |
0011 | SEEDING METHOD A | 232(A) 2813 | AC | 3.800 | 0.000 | 0.000 | $786.56 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 50.000 | 0.000 | 0.000 | $72.07 | $0.00 | $0.00 | |
0013 | FLY ASH | 307(A) 4200 | TON | 2,893.000 | 2,725.400 | 2,725.400 | $64.39 | $0.00 | $175,488.50 | |
0014 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 53,556.000 | 52,975.830 | 52,975.830 | $1.84 | $0.00 | $97,475.56 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 492.000 | 448.310 | 448.310 | $23.91 | $0.00 | $10,719.09 | |
0016 | TACK COAT | 407(B) 0250 | GAL | 10,964.000 | 3,387.500 | 3,387.500 | $2.66 | $0.00 | $9,010.75 | |
0017 | PRIME COAT | 408 5774 | GAL | 11,895.000 | 0.000 | 0.000 | $7.86 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 16,204.000 | 17,344.900 | 17,344.900 | $66.45 | $0.00 | $1,152,568.61 | |
0019 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 3,006.000 | 3,765.620 | 3,765.620 | $79.15 | $0.00 | $298,048.83 | |
0020 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 2,000.000 | 1,997.000 | 1,997.000 | $3.54 | $0.00 | $7,069.38 | |
0021 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 5,450.000 | 5,725.680 | 5,725.680 | $16.34 | $0.00 | $93,557.62 | |
0022 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 17,046.000 | 16,670.290 | 16,670.290 | $16.34 | $0.00 | $272,392.53 | |
0023 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 5,312.000 | 5,287.930 | 5,287.930 | $112.92 | $0.00 | $597,113.06 | |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 144.000 | 141.250 | 141.250 | $5.91 | $0.00 | $834.79 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 502.000 | 427.890 | 427.890 | $377.65 | $0.00 | $161,592.65 | |
0026 | CLASS C CONCRETE | 509(D) 1331 | CY | 815.000 | 800.880 | 800.880 | $323.98 | $0.00 | $259,469.11 | |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 107,985.000 | 96,423.700 | 96,423.700 | $1.06 | $0.00 | $102,209.13 | |
0028 | TYPE I-A PLAIN RIPRAP | 601(B) 0536 | TON | 735.000 | 738.380 | 738.380 | $31.59 | $0.00 | $23,325.42 | |
0029 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 189.000 | 179.730 | 179.730 | $23.73 | $0.00 | $4,264.99 | |
0030 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 986.000 | 985.050 | 985.050 | $37.80 | $0.00 | $37,234.89 | |
0031 | INLET GPI TYPE 2 (DES. 8) | 611(G) 5334 | EA | 1.000 | 1.000 | 1.000 | $4,114.78 | $0.00 | $4,114.78 | |
0032 | INLET GPI TYPE 2 (DES. 10) | 611(G) 5336 | EA | 1.000 | 1.000 | 1.000 | $4,364.64 | $0.00 | $4,364.64 | |
0033 | ADDITIONAL DEPTH IN INLET | 611(H) 5196 | VF | 2.210 | 2.000 | 2.000 | $249.87 | $0.00 | $499.74 | |
0034 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 104.000 | 104.000 | 104.000 | $147.39 | $0.00 | $15,328.56 | |
0035 | 36" R.C.PIPE CLASS V | 613(A) 0597 | LF | 192.000 | 192.000 | 192.000 | $206.57 | $0.00 | $39,661.44 | |
0036 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 635.000 | 635.000 | 635.000 | $55.24 | $0.00 | $35,077.40 | |
0037 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 70.000 | 70.000 | 70.000 | $136.60 | $0.00 | $9,562.00 | |
0038 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 100.000 | 0.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
0039 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 100.000 | 0.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
0040 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 2.000 | 2.000 | $491.80 | $0.00 | $983.60 | |
0041 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 20.000 | 20.000 | 20.000 | $1,270.95 | $0.00 | $25,419.00 | |
0042 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 2.000 | 2.000 | 2.000 | $1,254.44 | $0.00 | $2,508.88 | |
0043 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $26,922.02 | $0.00 | $26,922.01 | |
0044 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 2,158.000 | 2,156.920 | 2,156.920 | $4.73 | $0.00 | $10,202.23 | |
0045 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 10,679.000 | 15,316.250 | 15,316.250 | $3.47 | $0.00 | $53,147.38 | |
0046 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 26,410.000 | 21,930.920 | 21,930.920 | $2.14 | $0.00 | $46,932.17 | |
0047 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 814.000 | 814.140 | 814.140 | $5.43 | $0.00 | $4,420.78 | |
0048 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 506.000 | 725.280 | 725.280 | $4.11 | $0.00 | $2,980.90 | |
0049 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,580.000 | 9,526.000 | 9,526.000 | $2.36 | $0.00 | $22,481.36 | |
0050 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 4.000 | 4.000 | 4.000 | $886.04 | $0.00 | $3,544.16 | |
0051 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,350.000 | 1,350.000 | 1,350.000 | $17.72 | $0.00 | $23,922.00 | |
0052 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 7.000 | 7.000 | 7.000 | $590.70 | $0.00 | $4,134.90 | |
0053 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 3.000 | 3.000 | 3.000 | $2,658.12 | $0.00 | $7,974.36 | |
0054 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 4.000 | $1,476.73 | $0.00 | $5,906.92 | |
0055 | FENCE-STYLE WWF | 624(A) 4281 | LF | 2,381.000 | 2,306.000 | 2,306.000 | $4.61 | $0.00 | $10,630.66 | |
0056 | FENCE-STYLE SWF (3 BARBED WIRE) | 624(C) 4457 | LF | 126.000 | 131.000 | 131.000 | $3.39 | $0.00 | $444.09 | |
0057 | FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 2,943.000 | 2,838.000 | 2,838.000 | $3.60 | $0.00 | $10,216.80 | |
0058 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,121.000 | 2,086.000 | 2,086.000 | $3.78 | $0.00 | $7,885.08 | |
0059 | FENCE-STYLE CLF (4'HIGH, CLASS B) | 624(E) 4289 | LF | 270.000 | 233.700 | 233.700 | $53.16 | $0.00 | $12,423.50 | |
0060 | GATES-STYLE CLF (4'HIGH X 12'LONG) | 624(F) 5847 | EA | 2.000 | 0.000 | 0.000 | $1,181.39 | $0.00 | $0.00 | |
0061 | REMOVE AND RECONSTRUCT FENCE | 625(B) 1252 | LF | 241.000 | 0.000 | 0.000 | $47.26 | $0.00 | $0.00 | |
0062 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 2.000 | 1.000 | 1.000 | $179.71 | $0.00 | $179.71 | |
0063 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 0.000 | 0.000 | $359.41 | $0.00 | $0.00 | |
0064 | MAILBOX | 629(C) 4960 | EA | 4.000 | 1.000 | 1.000 | $44.93 | $0.00 | $44.93 | |
0065 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 5.000 | 3.000 | 3.000 | $8.99 | $0.00 | $26.97 | |
8005 | FUEL PRICE ADJUSTMENT | 109 1175 | LSUM | 0.000 | 1.000 | 1.000 | $6,542.76 | $0.00 | $6,542.76 | |
8006 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $7,985.99 | $0.00 | $7,985.99 | |
8007 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-9,783.59 | $0.00 | $-9,783.59 | |
8008 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 13,531.480 | 13,531.480 | $4.11 | $0.00 | $55,614.38 | |
Subtotals For Category 0100/ROADWAY | $4,795.39 | $4,866,810.45 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0200/BRIDGE 'A' | ||||||||
0066 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 160.000 | 160.000 | 160.000 | $11.81 | $0.00 | $1,889.60 | |
0067 | SUBSTRUCTURE EXCAVATION ROCK | 501(C) 1308 | CY | 48.000 | 48.000 | 48.000 | $41.35 | $0.00 | $1,984.80 | |
0068 | CLSM BACKFILL | 501(G) 6309 | CY | 255.000 | 395.370 | 395.370 | $112.00 | $0.00 | $44,281.44 | |
0069 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,355.000 | 1,355.000 | 1,355.000 | $212.90 | $0.00 | $288,479.50 | |
0070 | APPROACH SLAB | 504(A) 1304 | SY | 374.400 | 374.400 | 374.400 | $158.37 | $0.00 | $59,293.73 | |
0071 | SAW-CUT GROOVING | 504(B) 1305 | SY | 2,016.000 | 2,016.000 | 2,016.000 | $4.25 | $0.00 | $8,568.00 | |
0072 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 55.800 | 55.800 | 55.800 | $230.50 | $0.00 | $12,861.90 | |
0073 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 672.000 | 672.000 | 672.000 | $66.77 | $0.00 | $44,869.44 | |
0074 | STRUCTURAL STEEL | 506(A) 1322 | LB | 9,280.000 | 9,280.000 | 9,280.000 | $2.29 | $0.00 | $21,251.20 | |
0075 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 10.000 | 10.000 | 10.000 | $727.03 | $0.00 | $7,270.30 | |
0076 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 30.000 | 30.000 | 30.000 | $745.95 | $0.00 | $22,378.50 | |
0077 | CLASS AA CONCRETE | 509(A) 1326 | CY | 423.100 | 423.100 | 423.100 | $646.66 | $0.00 | $273,601.85 | |
0078 | CLASS A CONCRETE | 509(B) 1328 | CY | 329.500 | 329.500 | 329.500 | $601.24 | $0.00 | $198,108.58 | |
0079 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,175.000 | 1,327.050 | 1,327.050 | $75.24 | $0.00 | $99,847.24 | |
0080 | REINFORCING STEEL | 511(A) 1332 | LB | 2,120.000 | 2,120.000 | 2,120.000 | $0.72 | $0.00 | $1,526.40 | |
0081 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 133,590.000 | 133,590.000 | 133,590.000 | $0.85 | $0.00 | $113,551.50 | |
0082 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,464.000 | 1,464.000 | 1,464.000 | $3.84 | $0.00 | $5,621.76 | |
0083 | DRILLED SHAFTS 30" DIAMETER | 516(A) 6091 | LF | 169.000 | 169.800 | 169.800 | $279.70 | $0.00 | $47,493.06 | |
0084 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 132.000 | 132.460 | 132.460 | $807.12 | $0.00 | $106,911.12 | |
0085 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 109.500 | 109.500 | 109.500 | $4.73 | $0.00 | $517.94 | |
0086 | SEALER RESIN | 523(B) 6560 | GAL | 2.000 | 2.000 | 2.000 | $118.14 | $0.00 | $236.28 | |
0087 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 248.000 | 262.000 | 262.000 | $33.51 | $0.00 | $8,779.62 | |
0088 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 59.000 | 59.000 | 59.000 | $101.93 | $0.00 | $6,013.87 | |
0089 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $40,933.36 | $0.00 | $40,933.36 | |
8003 | SPECIAL CONCRETE FINISH | 509 6153 | LSUM | 0.000 | 1.000 | 1.000 | $21,273.48 | $0.00 | $21,273.48 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,437,544.47 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0201/RAMP B BOX | ||||||||
0090 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 730.000 | 730.000 | 730.000 | $4.11 | $0.00 | $3,000.30 | |
0091 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 130.000 | 130.000 | 130.000 | $5.91 | $0.00 | $768.30 | |
0092 | CLASS AA CONCRETE | 509(A) 1326 | CY | 303.400 | 303.400 | 303.400 | $372.78 | $0.00 | $113,101.45 | |
0093 | REINFORCING STEEL | 511(A) 1332 | LB | 52,150.000 | 52,150.000 | 52,150.000 | $1.06 | $0.00 | $55,279.00 | |
0094 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $8,860.42 | $0.00 | $8,860.42 | |
Subtotals For Category 0201/RAMP B BOX | $0.00 | $181,009.47 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0095 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 13,050.000 | 30,850.000 | 30,850.000 | $0.45 | $0.00 | $13,882.50 | |
0096 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 4,500.000 | 0.000 | 0.000 | $1.80 | $0.00 | $0.00 | |
0097 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 8,500.000 | 2,498.000 | 2,498.000 | $0.90 | $0.00 | $2,248.20 | |
0098 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 6,000.000 | 25,837.000 | 25,837.000 | $0.90 | $0.00 | $23,253.30 | |
0099 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 450.000 | 0.000 | 0.000 | $17.97 | $0.00 | $0.00 | |
0100 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 360.000 | 4.000 | 4.000 | $17.97 | $0.00 | $71.88 | |
0101 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,633.000 | 0.000 | 0.000 | $14.49 | $0.00 | $0.00 | |
0102 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,200.000 | 2,287.500 | 2,287.500 | $3.15 | $0.00 | $7,205.63 | |
0103 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 360.000 | 49.000 | 49.000 | $10.78 | $0.00 | $528.22 | |
0104 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 12,600.000 | 9,468.000 | 9,468.000 | $0.09 | $0.00 | $852.12 | |
0105 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 14,100.000 | 4,269.000 | 4,269.000 | $0.09 | $0.00 | $384.21 | |
0106 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 12,000.000 | 9,354.000 | 9,354.000 | $0.09 | $0.00 | $841.86 | |
0107 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 14,700.000 | 2,180.000 | 2,180.000 | $0.09 | $0.00 | $196.20 | |
0108 | WING BARRICADES | 880(C) 8848 | SD | 2,400.000 | 2,280.000 | 2,280.000 | $0.09 | $0.00 | $205.20 | |
0109 | VERTICAL PANELS | 880(D) 8854 | SD | 13,500.000 | 637.000 | 637.000 | $0.09 | $0.00 | $57.33 | |
0110 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 37,800.000 | 14,261.000 | 14,261.000 | $0.09 | $0.00 | $1,283.49 | |
0111 | DRUMS | 880(F) 8878 | SD | 43,500.000 | 5,375.000 | 5,375.000 | $0.09 | $0.00 | $483.75 | |
0112 | CHANNELIZER CONES | 880(G) 8890 | SD | 34,500.000 | 37,291.000 | 37,291.000 | $0.09 | $0.00 | $3,356.19 | |
0113 | FLAGGER | 880(I) 8902 | SD | 300.000 | 0.000 | 0.000 | $181.94 | $0.00 | $0.00 | |
0114 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 1,200.000 | 253.000 | 253.000 | $8.99 | $0.00 | $2,274.47 | |
8000 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 0.000 | 4,000.000 | 4,000.000 | $26.50 | $0.00 | $106,000.00 | |
8004 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 0.000 | 1.000 | 1.000 | $1,375.15 | $0.00 | $1,375.15 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $164,499.70 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0301/TRAFFIC | ||||||||
0115 | CLASS C CONCRETE | 509(D) 0325 | CY | 15.300 | 13.660 | 13.660 | $295.34 | $0.00 | $4,034.34 | |
0116 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 15.870 | 17.310 | 17.310 | $92.86 | $0.00 | $1,607.41 | |
0117 | REINFORCING STEEL | 804(B) 2916 | LB | 1,206.000 | 1,801.000 | 1,801.000 | $0.77 | $0.00 | $1,386.77 | |
0118 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8722 | LSUM | 1.000 | 1.000 | 1.000 | $1,797.06 | $0.00 | $1,797.06 | |
0119 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 262.140 | 300.060 | 300.060 | $25.16 | $0.00 | $7,549.51 | |
0120 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 32.500 | 100.000 | 100.000 | $53.91 | $0.00 | $5,391.01 | |
0121 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 30.050 | 55.600 | 55.600 | $52.12 | $0.00 | $2,897.87 | |
0122 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 68.000 | 66.600 | 66.600 | $37.74 | $0.00 | $2,513.48 | |
0123 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 247.000 | 351.700 | 351.700 | $10.78 | $0.00 | $3,791.33 | |
0124 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 124.000 | 113.900 | 113.900 | $12.58 | $0.00 | $1,432.86 | |
0125 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 6.000 | 9.000 | 9.000 | $179.71 | $0.00 | $1,617.39 | |
0126 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 29,510.000 | 45,048.000 | 45,048.000 | $0.90 | $0.00 | $40,543.20 | |
0127 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,125.000 | 5,280.250 | 5,280.250 | $3.14 | $0.00 | $16,579.99 | |
0128 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 3,785.000 | 4,128.500 | 4,128.500 | $3.59 | $0.00 | $14,821.32 | |
0129 | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 92.000 | 86.000 | 86.000 | $17.97 | $0.00 | $1,545.42 | |
0130 | SAND FILLED IMPACT ATTENUATION MODULE | 870(A) 8011 | EA | 38.000 | 38.000 | 38.000 | $530.13 | $0.00 | $20,144.94 | |
Subtotals For Category 0301/TRAFFIC | $0.00 | $127,653.90 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0304/CABLE BARRIER | ||||||||
0131 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 245.900 | 268.400 | 268.400 | $70.88 | $0.00 | $19,024.19 | |
0132 | CLASS AA CONCRETE | 509(A) 0319 | CY | 28.070 | 25.950 | 25.950 | $590.70 | $0.00 | $15,328.67 | |
0133 | REMOVAL OF CABLE BARRIER | 619(B) 5190 | LF | 330.000 | 330.000 | 330.000 | $5.91 | $0.00 | $1,950.30 | |
0134 | INSTALLATION OF CABLE BARRIER SYSTEM | 628 5180 | LF | 330.000 | 0.000 | 0.000 | $17.72 | $0.00 | $0.00 | |
0135 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 2,043.000 | 2,455.000 | 2,455.000 | $11.81 | $0.00 | $28,993.55 | |
0136 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 2.000 | 2.000 | $2,953.48 | $0.00 | $5,906.96 | |
Subtotals For Category 0304/CABLE BARRIER | $0.00 | $71,203.67 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0600/STAKING | ||||||||
0137 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $54,298.56 | $0.00 | $54,298.56 | |
8001 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 0.000 | 1.000 | 1.000 | $-10,000.00 | $0.00 | $-10,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $44,298.56 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0640/CONSTRUCTION | ||||||||
0138 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,953.48 | $0.00 | $2,953.48 | |
0139 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $4,134.87 | $0.00 | $4,134.87 | |
0140 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $284,777.56 | $0.00 | $284,777.56 | |
0141 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $313,865.91 | ||||||||
Fed/State Project Number: IMY-0035-4(215)151 | Project: 24217(04) | Category: 0900/NON-PARTICIPATING | ||||||||
8002 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $3,208.58 | $0.00 | $3,208.58 | |
Subtotals For Category 0900/NON-PARTICIPATING | $0.00 | $3,208.58 | ||||||||
Subtotals For Project IMY-0035-4(215)151 /24217(04) | $4,795.39 | $7,210,094.71 |