Contract ID: | 100549 | Estimate Number: | 0039 , Final | Spec Year: | 2009 | |||
Primary JP: | 20237(04) | Residency: | CLINTON (05100) | Contract No: | 610625 | |||
Date Created: | 07/29/2015 | Contractor FEI: | 730731258 | Account No: | 400500 |
Project Number(s): | NHY-010N(027) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-270: FROM 3.0 MILES SOUTH OF THE SH-33 JUNCTION, EXTEND NORTH. PROJECT LENGTH = 2.215 MILES. | ||||||||
Primary County: | BLAINE | ||||||||
Name of Road: | US-270 | ||||||||
Prime Contractor: | HASKELL LEMON CONSTRUCTION CO. | Time Charged: | 419.00 | ||||||
P. O. BOX 75608 | Time Allowed: | 419.00 | |||||||
OKLAHOMA CITY , OK 73147-0608 | Percent Time: | 100.00 % |
Paid To Date: | $7,911,702.25 | Payable This Statement: | $0.11 |
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. |
HASKELL LEMON CONSTRUCTION CO. |
_________________________________________________ |
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: | 100549 | Estimate Number: | 0039 | Contract No: | 610625 | |||
Residency: | CLINTON (05100) | Estimate Type: | Final | Account No: | 400500 | |||
Project Number(s): | NHY-010N(027) | ||||||||||||
Primary Job Piece No: | 20237(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-270: FROM 3.0 MILES SOUTH OF THE SH-33 JUNCTION, EXTEND NORTH. PROJECT LENGTH = 2.215 MILES. | ||||||||||||
Primary County: | BLAINE | ||||||||||||
Name of Road: | US-270 | ||||||||||||
Prime Contractor: | HASKELL LEMON CONSTRUCTION CO. | ||||||||||||
P. O. BOX 75608 | |||||||||||||
OKLAHOMA CITY , OK 73147-0608 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 09/16/2010 | NTP Effective Date: | 02/07/2011 | Pay Period: | 09/01/2014 TO 09/01/2014 |
Date Awarded: | 10/04/2010 | Date Work Began: | 11/10/2010 | Original Contract Time: | 360 |
Date Contract Executed: | 10/11/2010 | Date Time Stopped: | 07/10/2014 | Current Time Charged: | 419.00 |
Date NTP Issued: | 10/14/2010 | Completion Date: | 07/10/2014 | Current Time Allowed: | 419.00 |
General Liability Expires: | 07/01/2016 | Workman's Comp Expires: | 07/01/2016 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | ||||
Bid Amount: | $7,695,489.94 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $7,911,702.14 | Participating: | $7,911,471.25 | $7,911,471.25 | $0.00 | ||
Percent Complete: | 100 % | Non Participating: | $231.00 | $231.00 | $0.00 | ||
Unearned Balance: | $-0.11 | Total Earnings: | $7,911,702.25 | $7,911,702.25 | $0.00 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $7,911,702.25 | $7,911,702.25 | $0.00 | ||||
Other Adjustments: | $0.00 | $-0.11 | $0.11 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $7,911,702.25 | $7,911,702.14 | $0.11 |
Contract ID: | 100549 | Estimate Number: | 0039 | Primary JP: | 20237(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Saw Cut Grooving | Approved | 07/18/2011 | 0.0 | $35,225.66 |
002 | Ditch Changes | Approved | 03/05/2012 | 12.0 | $29,345.64 |
003 | Beam Repairs | Approved | 03/05/2012 | 47.0 | $23,410.99 |
004 | Smoothness pay adjustment | Approved | 09/11/2012 | 0.0 | $34,837.33 |
005 | Extra work requested at final inspection | Approved | 02/05/2013 | 0.0 | $74,390.62 |
006 | Final Quantity Change Order | Approved | 09/09/2014 | 0.0 | $19,001.96 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20237(04) | 0047 | Stockpiled Material Initial Payment | 0009 | $14,945.00 | |
20237(04) | 0047 | Stockpiled Material Adjustment | 0027 | $-7,222.60 | |
20237(04) | 0047 | Stockpiled Material Adjustment | 0025 | $-7,722.40 | |
20237(04) | 0048 | Stockpiled Material Initial Payment | 0009 | $6,036.00 | |
20237(04) | 0048 | Stockpiled Material Adjustment | 0027 | $-3,018.00 | |
20237(04) | 0048 | Stockpiled Material Adjustment | 0025 | $-3,018.00 | |
20237(04) | 0049 | Stockpiled Material Adjustment | 0027 | $-3,280.00 | |
20237(04) | 0049 | Stockpiled Material Initial Payment | 0009 | $6,560.00 | |
20237(04) | 0049 | Stockpiled Material Adjustment | 0025 | $-3,280.00 | |
20237(04) | 0057 | Stockpiled Material Adjustment | 0020 | $-17,925.60 | |
20237(04) | 0057 | Stockpiled Material Adjustment | 0014 | $-17,925.60 | |
20237(04) | 0057 | Stockpiled Material Initial Payment | 0011 | $35,851.20 | |
20237(04) | 0059 | Stockpiled Material Adjustment | 0019 | $-47,555.48 | |
20237(04) | 0059 | Stockpiled Material Adjustment | 0011 | $-192,940.44 | |
20237(04) | 0059 | Stockpiled Material Initial Payment | 0010 | $240,495.92 | |
20237(04) | 0060 | Stockpiled Material Initial Payment | 0013 | $15,505.20 | |
20237(04) | 0060 | Stockpiled Material Adjustment | 0019 | $-15,505.20 | |
20237(04) | 0061 | Stockpiled Material Initial Payment | 0013 | $40,313.52 | |
20237(04) | 0061 | Stockpiled Material Adjustment | 0020 | $-40,313.52 | |
20237(04) | 0090 | Stockpiled Material Adjustment | 0022 | $-11,726.40 | |
20237(04) | 0090 | Stockpiled Material Initial Payment | 0011 | $23,452.80 | |
20237(04) | 0090 | Stockpiled Material Adjustment | 0016 | $-11,726.40 | |
20237(04) | 0092 | Stockpiled Material Adjustment | 0019 | $-47,194.48 | |
20237(04) | 0092 | Stockpiled Material Initial Payment | 0013 | $151,496.74 | |
20237(04) | 0092 | Stockpiled Material Adjustment | 0013 | $-104,302.26 | |
20237(04) | 0093 | Stockpiled Material Initial Payment | 0013 | $3,101.04 | |
20237(04) | 0093 | Stockpiled Material Adjustment | 0019 | $-3,101.04 | |
20237(04) | 0094 | Stockpiled Material Initial Payment | 0013 | $12,404.16 | |
20237(04) | 0094 | Stockpiled Material Adjustment | 0019 | $-12,404.16 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0023 | --12 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0024 | --12 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0025 | --14 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0026 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0027 | --6.0 | $2,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0028 | -59.0 | $2,000.00 | $118,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0023 | $24,000.00 |
LD Adjustment (Prog. Est. Only) | 0024 | $24,000.00 |
LD Adjustment (Prog. Est. Only) | 0025 | $28,000.00 |
LD Adjustment (Prog. Est. Only) | 0026 | $30,000.00 |
LD Adjustment (Prog. Est. Only) | 0027 | $12,000.00 |
LD Adjustment (Prog. Est. Only) | 0028 | $-118,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0035 | $-6,226.50 |
Withhold to Funds Avail(Prog. Est. Only) | 0036 | $6,226.50 |
Withhold to Funds Avail(Prog. Est. Only) | 0037 | $-1,367.95 |
Withhold to Funds Avail(Prog. Est. Only) | 0038 | $1,367.95 |
Withhold to Funds Avail(Prog. Est. Only) | 0038 | $-0.11 |
Round Error Correction (Final Est. Only) | 0039 | $0.11 | 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 |
20237(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 2,918.00 | $3.19 | $9,329.58 |
20237(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0021 | 4,604.69 | $3.19 | $14,722.35 |
20237(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0023 | -38,457.05 | $1.00 | $-38,457.05 |
20237(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 631.82 | $2.46 | $1,555.70 |
20237(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 740.93 | $2.46 | $1,824.36 |
20237(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * ROADWAY DENSITY | 0038 | 38,457.05 | $1.00 | $38,457.05 |
20237(04) | 0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | * Asphalt Binder Adjustment | 0038 | -68,655.04 | $1.00 | $-68,655.04 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 1,435.94 | $-0.88 | $-1,274.04 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 7,984.80 | $-0.36 | $-2,892.49 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 2,379.92 | $-0.36 | $-862.13 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,853.88 | $3.40 | $6,316.63 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 455.31 | $3.19 | $1,455.74 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,969.26 | $3.19 | $6,296.22 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 1,644.60 | $2.46 | $4,049.42 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 316.31 | $2.46 | $778.83 |
20237(04) | 0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 496.13 | $2.46 | $1,221.60 |
20237(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 6,370.82 | $2.81 | $17,927.49 |
20237(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 267.24 | $2.81 | $752.01 |
20237(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0028 | 46.13 | $2.93 | $135.35 |
20237(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * QAQC | 0034 | 34,837.23 | $1.00 | $34,837.23 |
20237(04) | 0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | * QAQC | 0038 | -34,837.23 | $1.00 | $-34,837.23 |
20237(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0001 | 0.00 | $0.00 | $-510.27 |
20237(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 104.06 | $-0.41 | $-43.08 |
20237(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 1,018.17 | $2.81 | $2,865.13 |
20237(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 1,669.37 | $2.81 | $4,697.61 |
20237(04) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 109.82 | $2.81 | $309.03 | 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 | |||
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: | 100549 | Estimate Number: | 0039 | Primary JP: | 20237(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: NHY-010N(027) | Project: 20237(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,500.00 | $0.00 | $5,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 18,085.000 | 22,467.050 | 22,467.050 | $3.68 | $0.00 | $82,678.74 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 36,950.000 | 54,343.600 | 54,343.600 | $4.55 | $0.00 | $247,263.38 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $12,500.00 | $0.00 | $12,500.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,500.000 | 1,670.000 | 1,670.000 | $3.45 | $0.00 | $5,761.50 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 5.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 800.000 | 472.000 | 472.000 | $8.00 | $0.00 | $3,776.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 64,355.000 | 179,659.990 | 179,659.990 | $1.50 | $0.00 | $269,489.99 | |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 14.000 | 0.000 | 0.000 | $780.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 14.000 | 13.400 | 13.400 | $380.00 | $0.00 | $5,092.00 | |
0011 | MOWING | 241 2832 | AC | 28.000 | 13.400 | 13.400 | $60.00 | $0.00 | $804.00 | |
0012 | FLY ASH | 307(A) 4200 | TON | 2,270.000 | 2,069.380 | 2,069.380 | $64.50 | $0.00 | $133,475.03 | |
0013 | LIME | 307(D) 4230 | TON | 121.000 | 0.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0014 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 44,097.000 | 43,504.400 | 43,504.400 | $1.50 | $0.00 | $65,256.61 | |
0015 | LIME PRETREATMENT | 307(G) 4260 | SY | 6,675.000 | 0.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 365.000 | 499.390 | 499.390 | $27.50 | $0.00 | $13,733.23 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 15,518.000 | 9,500.000 | 9,500.000 | $2.25 | $0.00 | $21,375.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 9,964.000 | 0.000 | 0.000 | $5.60 | $0.00 | $0.00 | |
0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 9,748.000 | 8,895.440 | 8,895.440 | $65.20 | $0.00 | $579,982.69 | |
0020 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 19,547.000 | 18,536.150 | 18,536.150 | $60.90 | $0.00 | $1,128,851.54 | |
0021 | SUPERPAVE, TYPE S4(PG 76-28 OK) | 411(C) 5950 | TON | 7,000.000 | 6,684.190 | 6,684.190 | $69.85 | $0.00 | $466,890.67 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,548.000 | 3,560.690 | 3,560.690 | $65.30 | $0.00 | $232,513.06 | |
0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 41,032.000 | 39,661.130 | 39,661.130 | $1.00 | $0.00 | $39,661.13 | |
0024 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 23,170.000 | 16,122.000 | 16,122.000 | $0.20 | $0.00 | $3,224.40 | |
0025 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 12.000 | 12.000 | 12.000 | $20.50 | $0.00 | $246.00 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 25.000 | 25.000 | 25.000 | $1,000.00 | $0.00 | $25,000.00 | |
0027 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 0.000 | 0.000 | $310.00 | $0.00 | $0.00 | |
0028 | REINFORCING STEEL | 511(A) 0332 | LB | 3,472.000 | 3,472.000 | 3,472.000 | $1.05 | $0.00 | $3,645.60 | |
0029 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $1,250.00 | $0.00 | $5,000.00 |
0030 | MANHOLES REBUILT | 612(B) 0642 | EA | 4.000 | 4.000 | 4.000 | $1,250.00 | $0.00 | $5,000.00 | |
0031 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 36.000 | 36.000 | 36.000 | $85.00 | $0.00 | $3,060.00 | |
0032 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 60.000 | 60.000 | 60.000 | $85.00 | $0.00 | $5,100.00 | |
0033 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 148.000 | 148.000 | 148.000 | $35.00 | $0.00 | $5,180.00 | |
0034 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 650.000 | 650.000 | 650.000 | $38.00 | $0.00 | $24,700.00 | |
0035 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 288.000 | 288.000 | 288.000 | $42.00 | $0.00 | $12,096.00 | |
0036 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 6.000 | 6.000 | 6.000 | $600.00 | $0.00 | $3,600.00 | |
0037 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 2.000 | 4.000 | 4.000 | $800.00 | $0.00 | $3,200.00 | |
0038 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 2.000 | 2.000 | 2.000 | $1,000.00 | $0.00 | $2,000.00 | |
0039 | TYPE CC4 CULVERT END TREATMENT | 613(M) 7193 | EA | 8.000 | 6.000 | 6.000 | $1,300.00 | $0.00 | $7,800.00 | |
0040 | TYPE DD4 CULVERT END TREATMENT | 613(M) 7194 | EA | 4.000 | 4.000 | 4.000 | $1,600.00 | $0.00 | $6,400.00 | |
0041 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 3.000 | 3.000 | 3.000 | $800.00 | $0.00 | $2,400.00 | |
0042 | REMOVAL OF FENCE | 619(B) 4725 | LF | 500.000 | 4,009.000 | 4,009.000 | $1.00 | $0.00 | $4,009.00 | |
0043 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,315.000 | 6,348.500 | 6,348.500 | $2.40 | $0.00 | $15,236.40 | |
0044 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 10.000 | 10.000 | 10.000 | $400.00 | $0.00 | $4,000.00 | |
0045 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 1,332.000 | 1,332.000 | 1,332.000 | $1.00 | $0.00 | $1,332.00 | |
0046 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 8.000 | 8.000 | 8.000 | $1,500.00 | $0.00 | $12,000.00 | |
0047 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,525.000 | 1,525.000 | 1,525.000 | $16.00 | $0.00 | $24,400.00 | |
0048 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 4.000 | $2,750.00 | $0.00 | $11,000.00 | |
0049 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 8.000 | $2,300.00 | $0.00 | $18,400.00 | |
0050 | FENCE-STYLE SWF (3 BARBED WIRE) | 624(C) 4457 | LF | 1,800.000 | 1,738.000 | 1,738.000 | $3.40 | $0.00 | $5,909.20 | |
0051 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,700.000 | 3,684.000 | 3,684.000 | $3.50 | $0.00 | $12,894.00 | |
0052 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 4.000 | 3.000 | 3.000 | $500.00 | $0.00 | $1,500.00 | |
9003 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 294.000 | 294.000 | $21.00 | $0.00 | $6,174.00 | |
9004 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 0.000 | 206.000 | 206.000 | $5.00 | $0.00 | $1,030.00 | |
9005 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 2.000 | 2.000 | $525.00 | $0.00 | $1,050.00 | |
9006 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 0.000 | 124.000 | 124.000 | $33.60 | $0.00 | $4,166.40 | |
9007 | TYPE AA4 CULVERT END TREATMENT | 613(M) 7191 | EA | 0.000 | 2.000 | 2.000 | $787.50 | $0.00 | $1,575.00 | |
9010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $74,390.62 | $0.00 | $74,390.62 | |
9012 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-38,457.05 | $0.00 | $-38,457.05 | |
9013 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | $68,655.04 | $0.00 | $68,655.04 | |
9014 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $-13,000.00 | $0.00 | $-13,000.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $3,648,521.18 | ||||||||
Fed/State Project Number: NHY-010N(027) | Project: 20237(04) | Category: 0201/BRIDGE "D" | ||||||||
0053 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 220.000 | 220.000 | 220.000 | $10.00 | $0.00 | $2,200.00 | |
0054 | CLSM BACKFILL | 501(G) 6309 | CY | 180.000 | 180.000 | 180.000 | $130.00 | $0.00 | $23,400.00 | |
0055 | (PL)FALSEWORK JACKING | 502(C) 6116 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0056 | APPROACH SLAB | 504(A) 1304 | SY | 467.600 | 467.600 | 467.600 | $150.00 | $0.00 | $70,140.00 | |
0057 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 213.400 | 213.400 | 213.400 | $210.00 | $0.00 | $44,814.00 | |
0058 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 1,022.600 | 1,022.600 | 1,022.600 | $55.00 | $0.00 | $56,243.00 | |
0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 258,320.000 | 258,320.000 | 258,320.000 | $1.51 | $0.00 | $390,063.20 | |
0060 | FIXED BEARING ASSEMBLY | 507(A) 6164 | EA | 40.000 | 40.000 | 40.000 | $850.00 | $0.00 | $34,000.00 | |
0061 | EXPANSION BEARING ASSEMBLY | 507(A) 6165 | EA | 104.000 | 104.000 | 104.000 | $850.00 | $0.00 | $88,400.00 | |
0062 | CLASS AA CONCRETE | 509(A) 1326 | CY | 825.600 | 825.600 | 825.600 | $375.00 | $0.00 | $309,600.00 | |
0063 | CLASS A CONCRETE | 509(B) 1328 | CY | 127.600 | 127.600 | 127.600 | $600.00 | $0.00 | $76,560.00 | |
0064 | CLASS C CONCRETE | 509(D) 1331 | CY | 12.200 | 15.670 | 15.670 | $500.00 | $0.00 | $7,835.00 | |
0065 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 172,020.000 | 172,020.000 | 172,020.000 | $0.76 | $0.00 | $130,735.20 | |
0066 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $235,000.00 | $0.00 | $235,000.00 | |
0067 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $40,000.00 | $0.00 | $40,000.00 | |
0068 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 578.000 | 608.260 | 608.260 | $30.00 | $0.00 | $18,247.80 | |
0069 | PILES, FURNISHED (HP 14X73) | 514(A) 6012 | LF | 1,032.000 | 1,032.000 | 1,032.000 | $40.00 | $0.00 | $41,280.00 | |
0070 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 578.000 | 608.260 | 608.260 | $10.00 | $0.00 | $6,082.60 | |
0071 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 1,032.000 | 975.930 | 975.930 | $10.00 | $0.00 | $9,759.30 | |
0072 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 24.000 | 24.000 | 24.000 | $450.00 | $0.00 | $10,800.00 | |
0073 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,670.000 | 1,670.000 | 0.000 | 1,670.000 | $3.00 | $0.00 | $5,010.00 |
0074 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 110.000 | 28.750 | 28.750 | $40.00 | $0.00 | $1,150.00 | |
0075 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 10.000 | 1.000 | 1.000 | $100.00 | $0.00 | $100.00 | |
0076 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 40.000 | 53.280 | 53.280 | $700.00 | $0.00 | $37,296.00 | |
0077 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 802.000 | 802.000 | 802.000 | $3.00 | $0.00 | $2,406.00 | |
0078 | SEALER RESIN | 523(B) 6560 | GAL | 9.000 | 9.000 | 9.000 | $100.00 | $0.00 | $900.00 | |
0079 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,892.000 | 948.560 | 948.560 | $33.50 | $0.00 | $31,776.78 | |
0080 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 331.000 | 412.470 | 412.470 | $26.50 | $0.00 | $10,930.46 | |
0081 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 140.000 | 140.000 | 140.000 | $15.00 | $0.00 | $2,100.00 | |
0082 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 90.000 | 90.000 | $15.00 | $0.00 | $1,350.00 | |
0083 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $37,500.00 | $0.00 | $37,500.00 | |
0084 | REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0085 | REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2530 | LSUM | 1.000 | 1.000 | 1.000 | $8,000.00 | $0.00 | $8,000.00 | |
9000 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 3,863.380 | 3,863.380 | $4.79 | $0.00 | $18,505.60 | |
Subtotals For Category 0201/BRIDGE "D" | $0.00 | $1,787,184.94 | ||||||||
Fed/State Project Number: NHY-010N(027) | Project: 20237(04) | Category: 0202/BRIDGE "E" | ||||||||
0086 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 260.000 | 260.000 | 260.000 | $10.00 | $0.00 | $2,600.00 | |
0087 | CLSM BACKFILL | 501(G) 6309 | CY | 200.000 | 200.000 | 200.000 | $130.00 | $0.00 | $26,000.00 | |
0088 | (PL)FALSEWORK JACKING | 502(C) 6116 | LSUM | 1.000 | 1.000 | 1.000 | $17,500.00 | $0.00 | $17,500.00 | |
0089 | APPROACH SLAB | 504(A) 1304 | SY | 467.600 | 467.600 | 467.600 | $150.00 | $0.00 | $70,140.00 | |
0090 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 139.600 | 139.600 | 139.600 | $210.00 | $0.00 | $29,316.00 | |
0091 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 924.000 | 924.000 | 924.000 | $55.00 | $0.00 | $50,820.00 | |
0092 | STRUCTURAL STEEL | 506(A) 1322 | LB | 310,760.000 | 310,760.000 | 310,760.000 | $1.58 | $0.00 | $491,000.80 | |
0093 | FIXED BEARING ASSEMBLY | 507(A) 6164 | EA | 8.000 | 8.000 | 8.000 | $2,000.00 | $0.00 | $16,000.00 | |
0094 | EXPANSION BEARING ASSEMBLY | 507(A) 6165 | EA | 32.000 | 32.000 | 32.000 | $1,600.00 | $0.00 | $51,200.00 | |
0095 | CLASS AA CONCRETE | 509(A) 1326 | CY | 737.400 | 737.400 | 737.400 | $375.00 | $0.00 | $276,525.00 | |
0096 | CLASS A CONCRETE | 509(B) 1328 | CY | 131.200 | 131.200 | 131.200 | $600.00 | $0.00 | $78,720.00 | |
0097 | CLASS C CONCRETE | 509(D) 1331 | CY | 11.100 | 13.180 | 13.180 | $500.00 | $0.00 | $6,590.00 | |
0098 | REINFORCING STEEL | 511(A) 1332 | LB | 950.000 | 950.000 | 950.000 | $1.00 | $0.00 | $950.00 | |
0099 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 182,950.000 | 182,950.000 | 182,950.000 | $0.76 | $0.00 | $139,042.00 | |
0100 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 1.000 | $292,500.00 | $0.00 | $292,500.00 | |
0101 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0102 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 170.000 | 170.000 | 170.000 | $30.00 | $0.00 | $5,100.00 | |
0103 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 375.000 | 486.380 | 486.380 | $35.00 | $0.00 | $17,023.30 | |
0104 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 170.000 | 170.000 | 170.000 | $10.00 | $0.00 | $1,700.00 | |
0105 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 375.000 | 486.380 | 486.380 | $10.00 | $0.00 | $4,863.80 | |
0106 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,266.000 | 1,266.000 | 0.000 | 1,266.000 | $3.00 | $0.00 | $3,798.00 |
0107 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 236.000 | 236.880 | 236.880 | $410.00 | $0.00 | $97,120.80 | |
0108 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 55.000 | 73.750 | 73.750 | $40.00 | $0.00 | $2,950.00 | |
0109 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 5.000 | 1.500 | 1.500 | $100.00 | $0.00 | $150.00 | |
0110 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 20.000 | 17.480 | 17.480 | $700.00 | $0.00 | $12,236.00 | |
0111 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 822.000 | 822.000 | 822.000 | $3.00 | $0.00 | $2,466.00 | |
0112 | SEALER RESIN | 523(B) 6560 | GAL | 10.000 | 10.000 | 10.000 | $100.00 | $0.00 | $1,000.00 | |
0113 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,522.000 | 972.990 | 972.990 | $33.50 | $0.00 | $32,595.19 | |
0114 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 271.000 | 271.000 | 271.000 | $26.50 | $0.00 | $7,181.50 | |
0115 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 140.000 | 140.000 | 140.000 | $15.00 | $0.00 | $2,100.00 | |
0116 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 60.000 | 90.000 | 90.000 | $15.00 | $0.00 | $1,350.00 | |
0117 | REMOVAL OF BRIDGE ITEM (TYPE A) | 619(B) 2510 | LSUM | 1.000 | 1.000 | 1.000 | $37,500.00 | $0.00 | $37,500.00 | |
0118 | REMOVAL OF BRIDGE ITEM (TYPE B) | 619(B) 2520 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0119 | REMOVAL OF BRIDGE ITEM (TYPE C) | 619(B) 2530 | LSUM | 1.000 | 1.000 | 1.000 | $8,500.00 | $0.00 | $8,500.00 | |
0120 | REMOVAL OF BRIDGE ITEM (TYPE D) | 619(B) 2540 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
9001 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 3,490.670 | 3,490.670 | $4.79 | $0.00 | $16,720.32 | |
9008 | (PL)REPAIR BRIDGE ITEMS | 540 4500 | LSUM | 0.000 | 1.000 | 1.000 | $23,410.99 | $0.00 | $23,410.99 | |
Subtotals For Category 0202/BRIDGE "E" | $0.00 | $1,911,669.70 | ||||||||
Fed/State Project Number: NHY-010N(027) | Project: 20237(04) | Category: 0300/TRAFFIC SIGNING & STRIPING | ||||||||
0121 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 6.000 | 6.000 | 6.000 | $55.00 | $0.00 | $330.00 | |
0122 | (PL)REMOVE & RESET GROUND MOUNTED SIGN | 805(D) 8760 | EA | 1.000 | 0.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0123 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 196.000 | 191.420 | 191.420 | $15.00 | $0.00 | $2,871.30 | |
0124 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 418.000 | 312.600 | 312.600 | $8.00 | $0.00 | $2,500.80 | |
0125 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 51,888.000 | 51,508.000 | 51,508.000 | $0.41 | $0.00 | $21,118.28 | |
0126 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,288.000 | 674.000 | 674.000 | $3.30 | $0.00 | $2,224.20 | |
0127 | TRAFF. STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 45.000 | 29.000 | 29.000 | $22.00 | $0.00 | $638.00 | |
0128 | PERMANENT BARRICADE UNIT | 880(C) 8850 | EA | 2.000 | 2.000 | 2.000 | $700.00 | $0.00 | $1,400.00 | |
Subtotals For Category 0300/TRAFFIC SIGNING & STRIPING | $0.00 | $31,082.58 | ||||||||
Fed/State Project Number: NHY-010N(027) | Project: 20237(04) | Category: 0310/TRAFFIC CONTROL | ||||||||
0129 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 154,626.000 | 125,103.000 | 125,103.000 | $0.07 | $0.00 | $8,757.21 | |
0130 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 9,360.000 | 1,897.000 | 1,897.000 | $0.45 | $0.00 | $853.65 | |
0131 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 63,192.000 | 14,734.000 | 14,734.000 | $0.17 | $0.00 | $2,504.78 | |
0132 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 600.000 | 742.000 | 742.000 | $11.00 | $0.00 | $8,162.00 | |
0133 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,200.000 | 2,826.000 | 2,826.000 | $26.00 | $0.00 | $73,476.00 | |
0134 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 2,200.000 | 2,200.000 | 2,200.000 | $3.00 | $0.00 | $6,600.00 | |
0135 | ARROW DISPLAY(TYPE A) | 880(A) 8800 | SD | 720.000 | 2.000 | 2.000 | $5.50 | $0.00 | $11.00 | |
0136 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,920.000 | 7,376.000 | 7,376.000 | $1.05 | $0.00 | $7,744.80 | |
0137 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,540.000 | 10,846.000 | 10,846.000 | $1.40 | $0.00 | $15,184.40 | |
0138 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,800.000 | 12,033.000 | 12,033.000 | $2.75 | $0.00 | $33,090.75 | |
0139 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 6,600.000 | 5,532.000 | 5,532.000 | $0.11 | $0.00 | $608.52 | |
0140 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 1,998.000 | 1,998.000 | $0.11 | $0.00 | $219.78 | |
0141 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,320.000 | 20,450.000 | 20,450.000 | $0.16 | $0.00 | $3,272.00 | |
0142 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 27,720.000 | 29,455.000 | 29,455.000 | $0.06 | $0.00 | $1,767.30 | |
0143 | DRUMS | 880(F) 8878 | SD | 30,240.000 | 29,511.000 | 29,511.000 | $0.11 | $0.00 | $3,246.21 | |
0144 | CHANNELIZER CONES | 880(G) 8890 | SD | 23,820.000 | 59,857.000 | 59,857.000 | $0.16 | $0.00 | $9,577.12 | |
0145 | FLAGGER | 880(I) 8902 | SD | 120.000 | 3.000 | 3.000 | $200.00 | $0.00 | $600.00 | |
0146 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 720.000 | 0.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
Subtotals For Category 0310/TRAFFIC CONTROL | $0.00 | $175,675.52 | ||||||||
Fed/State Project Number: NHY-010N(027) | Project: 20237(04) | Category: 0600/STAKING | ||||||||
0147 | CONSTRUCTION STAKING LEVEL I | 642(A) 0095 | 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: NHY-010N(027) | Project: 20237(04) | Category: 0640/CONSTRUCTION | ||||||||
0148 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $2,500.00 | $0.00 | $2,500.00 | |
0149 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
0150 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $250,000.00 | $0.00 | $250,000.00 | |
0151 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
9009 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $34,837.33 | $0.00 | $34,837.33 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $317,337.33 | ||||||||
Fed/State Project Number: NHY-010N(027) | Project: 20237(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
9015 | CONSTRUCTION MISCELLANEOUS | 104 0600 | EA | 0.000 | 1.000 | 1.000 | $231.00 | $0.00 | $231.00 | |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $231.00 | ||||||||
Subtotals For Project NHY-010N(027) /20237(04) | $0.00 | $7,911,702.25 |