Contract ID: | 090406 | Estimate Number: | 0054 , Final | Spec Year: | 1999 | |||
Primary JP: | 17127(05) | Residency: | HEAVENER (02200) | Contract No: | 411223 | |||
Date Created: | 01/24/2014 | Contractor FEI: | 420364440 | Account No: | 400200 |
Project Number(s): | NH-STIM(169) | ||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-59: FROM SH-9, EXTEND NORTH. PROJECT LENGTH = 8.006 KM. | ||||||||
Primary County: | LEFLORE | ||||||||
Name of Road: | US-59 | ||||||||
Prime Contractor: | KOSS CONSTRUCTION COMPANY & SUBSIDIARY | Time Charged: | 865.00 | ||||||
5830 SW DRURY LANE | Time Allowed: | 871.00 | |||||||
TOPEKA , KS 66604 | Percent Time: | 99.31 % |
Paid To Date: | $20,205,459.54 | Payable This Statement: | $42,741.74 |
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. |
KOSS CONSTRUCTION COMPANY & SUBSIDIARY |
_________________________________________________ |
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: | 090406 | Estimate Number: | 0054 | Contract No: | 411223 | |||
Residency: | HEAVENER (02200) | Estimate Type: | Final | Account No: | 400200 | |||
Project Number(s): | NH-STIM(169) | ||||||||||||
Primary Job Piece No: | 17127(05) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-59: FROM SH-9, EXTEND NORTH. PROJECT LENGTH = 8.006 KM. | ||||||||||||
Primary County: | LEFLORE | ||||||||||||
Name of Road: | US-59 | ||||||||||||
Prime Contractor: | KOSS CONSTRUCTION COMPANY & SUBSIDIARY | ||||||||||||
5830 SW DRURY LANE | |||||||||||||
TOPEKA , KS 66604 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 04/23/2009 | NTP Effective Date: | 09/08/2009 | Pay Period: | 07/01/2012 TO 07/22/2013 |
Date Awarded: | 04/27/2009 | Date Work Began: | 07/06/2009 | Original Contract Time: | 420 |
Date Contract Executed: | 05/13/2009 | Date Time Stopped: | 11/17/2011 | Current Time Charged: | 865.00 |
Date NTP Issued: | 05/28/2009 | Completion Date: | 11/17/2011 | Current Time Allowed: | 871.00 |
General Liability Expires: | 02/01/2014 | Workman's Comp Expires: | 02/01/2014 | Percent Time Used: | 99.31 % |
Specification Year: | 1999 | ||||
Bid Amount: | $20,696,687.20 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $20,728,272.53 | Participating: | $19,801,635.50 | $19,758,893.93 | $42,741.57 | ||
Percent Complete: | 97.48 % | Non Participating: | $35,085.88 | $11,037.16 | $24,048.72 | ||
Unearned Balance: | $522,812.99 | Non ARRA: | $368,738.26 | $368,738.07 | $0.19 | ||
Total Earnings: | $20,205,459.64 | $20,138,669.16 | $66,790.48 | ||||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $20,205,459.64 | $20,138,669.16 | $66,790.48 | ||||
Other Adjustments: | $-0.10 | $24,048.64 | $-24,048.74 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $20,205,459.54 | $20,162,717.80 | $42,741.74 |
Contract ID: | 090406 | Estimate Number: | 0054 | Primary JP: | 17127(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Type A Agg Base in lieu of Type C Agg Bas | Approved | 08/27/2009 | 0.0 | $0.00 |
002 | Change Uncl. Borrow from Plan Quantity to CY | Approved | 01/19/2010 | 0.0 | $0.00 |
003 | Plugging an existing hand dug water well | Approved | 04/16/2010 | 0.0 | $840.00 |
004 | Remove & Dispose RCB/Remove & Reset Mailboxes/Days | Approved | 10/28/2010 | 120.0 | $0.00 |
005 | Geogrid Reinforcement | Approved | 02/15/2011 | 25.0 | $0.00 |
006 | Unit Price Differential for Unclassified Borrow | Approved | 02/16/2011 | 65.0 | $-0.38 |
007 | Chain Link Fence | Approved | 02/04/2011 | 0.0 | $-0.19 |
008 | Multi-Polymer Stripe in lieu of Thermo-Plastic Stripe | Approved | 01/17/2012 | 0.0 | $19,708.17 |
009 | Construction Misc. (Foam Jacking) | Approved | 06/21/2012 | 0.0 | $11,037.16 |
010 | Final Quantity Change Order | Approved | 07/22/2013 | 0.0 | $-522,812.42 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17127(05) | 0064 | Beam Guard Rail-w-Beam-Single | Stockpiled Material Adjustment | 0028 | $-11,827.09 |
17127(05) | 0064 | Beam Guard Rail-w-Beam-Single | Stockpiled Material Adjustment | 0050 | $-6,468.11 |
17127(05) | 0064 | Beam Guard Rail-w-Beam-Single | Stockpiled Material Initial Payment | 0022 | $35,877.38 |
17127(05) | 0064 | Beam Guard Rail-w-Beam-Single | Stockpiled Material Closure | 0053 | $-17,582.18 |
17127(05) | 0065 | (SP)GET Guard Rail End Section | Stockpiled Material Initial Payment | 0022 | $8,382.00 |
17127(05) | 0065 | (SP)GET Guard Rail End Section | Stockpiled Material Adjustment | 0028 | $-3,048.00 |
17127(05) | 0065 | (SP)GET Guard Rail End Section | Stockpiled Material Adjustment | 0050 | $-1,524.00 |
17127(05) | 0065 | (SP)GET Guard Rail End Section | Stockpiled Material Closure | 0053 | $-3,810.00 |
17127(05) | 0066 | Bridge Guard Rail Connection - Type A | Stockpiled Material Initial Payment | 0022 | $5,800.00 |
17127(05) | 0066 | Bridge Guard Rail Connection - Type A | Stockpiled Material Adjustment | 0028 | $-5,800.00 |
17127(05) | 0078 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $148,575.33 |
17127(05) | 0078 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0040 | $-74,285.52 |
17127(05) | 0078 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0010 | $-74,289.81 |
17127(05) | 0087 | Piles, Furnished (HP 250x62) | Stockpiled Material Adjustment | 0034 | $-1,665.86 |
17127(05) | 0087 | Piles, Furnished (HP 250x62) | Stockpiled Material Initial Payment | 0024 | $1,665.86 |
17127(05) | 0088 | Piles, Furnished (HP 310x79) | Stockpiled Material Initial Payment | 0024 | $8,473.22 |
17127(05) | 0088 | Piles, Furnished (HP 310x79) | Stockpiled Material Adjustment | 0034 | $-8,473.22 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Round Error Correction (Final Est. Only) | 0054 | $-0.10 | Subtotals For Contract Adjustments | $-0.10 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17127(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $3,072.22 |
17127(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0048 | 1,334.50 | $7.08 | $9,454.07 |
17127(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 44.97 | $7.08 | $318.58 |
17127(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Asphalt Binder Adjustment | 0054 | 0.00 | $0.00 | $-12,845.00 |
17127(05) | 0030 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0054 | 0.02 | $6.34 | $0.13 |
17127(05) | 0031 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0028 | 0.00 | $0.00 | $2,920.09 |
17127(05) | 0031 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0048 | 737.51 | $8.09 | $5,971.18 |
17127(05) | 0031 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 285.63 | $8.09 | $2,312.58 |
17127(05) | 0031 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Asphalt Binder Adjustment | 0054 | 0.00 | $0.00 | $-11,204.21 |
17127(05) | 0031 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0054 | 0.06 | $7.25 | $0.44 |
17127(05) | 0044 | 600MM R.C.PIPE CLASS III | * Missing Material Certification | 0045 | 0.00 | $0.00 | $-1,205.63 |
17127(05) | 0044 | 600MM R.C.PIPE CLASS III | * Missing Material Certification | 0051 | 0.00 | $0.00 | $1,205.63 |
17127(05) | 0067 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0050 | -192.32 | $9.84 | $-1,892.51 |
17127(05) | 0067 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | * Material Discrepancy Adjustments | 0051 | 192.32 | $9.84 | $1,892.43 | 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: | 090406 | Estimate Number: | 0054 | Primary JP: | 17127(05) | |||
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: NH-STIM(169) | Project: 17127(05) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 M0102 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) M0183 | M3 | 259,700.000 | 291,373.840 | 11,950.940 | 291,373.840 | $3.54 | $42,306.33 | $1,031,463.39 |
0003 | UNCLASSIFIED BORROW | 202(C) M0184 | M3 | 54,117.000 | 108,753.840 | -0.985 | 108,753.840 | $4.90 | $-4.83 | $532,893.82 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 M4229 | LSUM | 1.000 | 1.000 | 1.000 | $62,000.00 | $0.00 | $62,000.00 | |
0005 | TEMPORARY SLOPE DRAINS | 221 M2800 | M | 124.000 | 0.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0006 | TEMPORARY BALE BARRIER | 222 M2801 | M | 722.000 | 0.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT FENCE | 223 M2802 | M | 10,586.000 | 2,566.910 | -0.004 | 2,566.910 | $5.10 | $-0.02 | $13,091.25 |
0008 | TEMPORARY SEDIMENT FILTER | 224 M2803 | EA | 12.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0009 | TEMPORARY SEDIMENT BASIN | 225 M2804 | EA | 4.000 | 0.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0010 | TEMPORARY SEDIMENT REMOVAL | 226 M2805 | M3 | 1,748.000 | 273.650 | 273.650 | $15.00 | $0.00 | $4,104.75 | |
0011 | TEMPORARY SILT DIKE | 227 M0100 | M | 1,068.000 | 366.990 | 0.005 | 366.990 | $20.00 | $0.10 | $7,339.80 |
0012 | DITCH LINER PROTECTION | 229 M4318 | M | 1,913.000 | 0.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0013 | SOLID SLAB SODDING | 230(A) M2806 | M2 | 436,810.000 | 336,373.070 | -0.029 | 336,373.070 | $1.42 | $-0.04 | $477,649.76 |
0014 | WATERING | 230(F) M2812 | KL | 78,625.800 | 38,061.550 | -10,340.479 | 38,061.550 | $1.50 | $-15,510.72 | $57,092.33 |
0015 | VEGETATIVE MULCHING | 233(A) M2817 | HA | 41.270 | 0.660 | -0.002 | 0.660 | $500.00 | $-1.00 | $330.00 |
0016 | FERTILIZING (10-20-10) | 234(A) M2824 | T | 48.049 | 25.400 | 0.001 | 25.400 | $550.00 | $0.55 | $13,970.00 |
0017 | FERTILIZING (0-46-0) | 234(A) M4406 | T | 7.426 | 0.907 | -0.179 | 0.907 | $677.00 | $-121.18 | $614.04 |
0018 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) M0100 | M3 | 30.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0019 | (PL)ROCK FILTER DAM, TYPE 2 | 235(B) M0101 | M3 | 30.000 | 0.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0020 | MOWING | 241 M2832 | HA | 20.000 | 6.140 | 6.140 | $40.00 | $0.00 | $245.60 | |
0021 | AGGREGATE BASE | 303 M0192 | M3 | 42,776.260 | 50,326.760 | -173.749 | 50,326.760 | $50.00 | $-8,687.45 | $2,516,338.00 |
0022 | SUBGRADE, METHOD B | 310(B) M0149 | M2 | 3,200.000 | 3,168.000 | 3,168.000 | $2.99 | $0.00 | $9,472.32 | |
0023 | (SP)CEMENT TREATED BASE | 317(F) M4270 | M2 | 195,721.870 | 194,349.420 | -0.300 | 194,349.420 | $10.25 | $-3.08 | $1,992,081.55 |
0024 | SEPARATOR FABRIC | 325 M5271 | M2 | 468,334.710 | 255,812.620 | -0.003 | 255,812.620 | $0.63 | $-0.00 | $161,161.97 |
0025 | (SP)LIME | 327(D) M4230 | T | 4,271.250 | 4,157.570 | -6.152 | 4,157.570 | $120.00 | $-738.24 | $498,908.40 |
0026 | (SP)LIME STABILIZED SUBGRADE | 327(H) M4270 | M2 | 222,461.050 | 220,474.570 | -0.007 | 220,474.570 | $3.00 | $-0.02 | $661,423.72 |
0027 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) M0225 | T | 25,663.880 | 32,502.250 | 32,502.250 | $18.00 | $0.00 | $585,040.49 | |
0028 | TACK COAT | 407 M0250 | L | 2,565.670 | 1,113.000 | 1,113.000 | $1.08 | $0.00 | $1,202.04 | |
0029 | PRIME COAT | 408 M5774 | L | 353,051.030 | 87,976.290 | 53.980 | 87,976.290 | $0.80 | $43.18 | $70,381.03 |
0030 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3)M5945 | T | 2,679.750 | 2,228.310 | 0.020 | 2,228.310 | $90.99 | $1.82 | $202,753.93 |
0031 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4)M5960 | T | 1,506.070 | 1,729.150 | 0.060 | 1,729.150 | $99.11 | $5.95 | $171,376.06 |
0032 | 175MM P.C. CONCRETE PAVEMENT | 414(A) M0259 | M2 | 64,658.100 | 54,716.320 | 0.011 | 54,716.320 | $31.00 | $0.34 | $1,696,205.93 |
0033 | 225MM P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1)M5754 | M2 | 117,104.320 | 124,686.570 | 0.001 | 124,686.570 | $34.00 | $0.03 | $4,239,343.37 |
0034 | COLD MILLING PAVEMENT | 417 M5267 | M2 | 154.030 | 2,069.500 | 0.006 | 2,069.500 | $40.00 | $0.24 | $82,780.00 |
0035 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) M1306 | M3 | 602.000 | 383.660 | 53.171 | 383.660 | $34.00 | $1,807.81 | $13,044.43 |
0036 | CLASS A CONCRETE | 509(B) M0321 | M3 | 2,673.000 | 1,121.930 | 6.878 | 1,121.930 | $440.00 | $3,026.32 | $493,649.20 |
0037 | CLASS C CONCRETE | 509(D) M0325 | M3 | 399.000 | 460.350 | -0.005 | 460.350 | $297.50 | $-1.49 | $136,954.13 |
0038 | REINFORCING STEEL | 511(A) M0332 | KG | 281,969.000 | 107,233.710 | 5,224.570 | 107,233.710 | $1.45 | $7,575.63 | $155,488.87 |
0039 | TYPE I-A PLAIN RIPRAP | 601A-1 M0536 | T | 4,109.000 | 2,873.310 | -300.712 | 2,873.310 | $24.62 | $-7,403.53 | $70,740.90 |
0040 | TYPE I-A FILTER BLANKET | 601A-2 M0538 | T | 2,055.000 | 1,068.010 | 84.090 | 1,068.010 | $20.09 | $1,689.37 | $21,456.33 |
0041 | 150MM CONCRETE DRIVEWAY (H.E.S.) | 610(B) M0399 | M2 | 289.380 | 371.880 | 0.001 | 371.880 | $54.00 | $0.05 | $20,081.51 |
0042 | INLET (SMD-TYPE 2) | 611(E) M6002 | EA | 13.000 | 12.000 | 12.000 | $1,250.00 | $0.00 | $15,000.00 | |
0043 | 450MM R.C.PIPE CLASS III | 613(B) M0405 | M | 137.000 | 116.250 | 0.004 | 116.250 | $73.08 | $0.29 | $8,495.54 |
0044 | 600MM R.C.PIPE CLASS III | 613(B) M0409 | M | 470.000 | 490.330 | 490.330 | $97.20 | $0.00 | $47,660.08 | |
0045 | 900MM R.C.PIPE CLASS III | 613(B) M0415 | M | 66.000 | 66.000 | 66.000 | $234.38 | $0.00 | $15,469.08 | |
0046 | TYPE A4 CULVERT END TREATMENT | 613(CC)M7186 | EA | 26.000 | 26.000 | -2.000 | 26.000 | $510.00 | $-1,020.00 | $13,260.00 |
0047 | TYPE B4 CULVERT END TREATMENT | 613(CC)M7187 | EA | 15.000 | 16.000 | 16.000 | $665.00 | $0.00 | $10,640.00 | |
0048 | TYPE C4 CULVERT END TREATMENT | 613(CC)M7188 | EA | 9.000 | 8.000 | 8.000 | $1,120.00 | $0.00 | $8,960.00 | |
0049 | TYPE D4 CULVERT END TREATMENT | 613(CC)M7189 | EA | 3.000 | 3.000 | 3.000 | $1,110.00 | $0.00 | $3,330.00 | |
0050 | TYPE A6 CULVERT END TREATMENT | 613(CC)M7196 | EA | 25.000 | 26.000 | -2.000 | 26.000 | $680.00 | $-1,360.00 | $17,680.00 |
0051 | TYPE B6 CULVERT END TREATMENT | 613(CC)M7197 | EA | 20.000 | 25.000 | 25.000 | $1,280.00 | $0.00 | $32,000.00 | |
0052 | TYPE C6 CULVERT END TREATMENT | 613(CC)M7198 | EA | 8.000 | 8.000 | 8.000 | $2,075.00 | $0.00 | $16,600.00 | |
0053 | TYPE D6 CULVERT END TREATMENT | 613(CC)M7199 | EA | 1.000 | 1.000 | 1.000 | $2,035.00 | $0.00 | $2,035.00 | |
0054 | 450MM CORR. GALV. STEEL PIPE | 613(D) M0689 | M | 1,148.000 | 676.440 | -19.005 | 676.440 | $50.53 | $-960.32 | $34,180.52 |
0055 | 600MM CORR. GALV. STEEL PIPE | 613(D) M0690 | M | 20.000 | 0.000 | 0.000 | $69.00 | $0.00 | $0.00 | |
0056 | 680MM X 500MM CORR. GALV. STEEL PIPE ARCH | 613(D) M5214 | M | 664.000 | 379.400 | 0.003 | 379.400 | $74.68 | $0.22 | $28,333.58 |
0057 | 910MM X 660MM CORR. GALV. STEEL PIPE ARCH | 613(D) M5224 | M | 170.000 | 155.500 | 155.500 | $97.64 | $0.00 | $15,183.02 | |
0058 | 1030MM X 740MM CORR. GALV. STEEL PIPE ARCH | 613(D) M5226 | M | 38.000 | 37.800 | 37.800 | $165.40 | $0.00 | $6,252.12 | |
0059 | TRENCH EXCAVATION | 613(S) M1180 | M3 | 705.000 | 1,044.580 | 38.025 | 1,044.580 | $5.25 | $199.63 | $5,484.05 |
0060 | STANDARD BEDDING MATERIAL | 613(T) M1181 | M3 | 377.000 | 700.690 | 51.616 | 700.690 | $29.43 | $1,519.06 | $20,621.31 |
0061 | REMOVAL OF CONCRETE PAVEMENT | 619(B) M4727 | M2 | 3,388.500 | 708.450 | 0.005 | 708.450 | $5.00 | $0.03 | $3,542.26 |
0062 | REMOVAL OF ASPHALT PAVEMENT | 619(B) M4728 | M2 | 54,394.000 | 67,592.090 | 0.128 | 67,592.090 | $1.23 | $0.16 | $83,138.28 |
0063 | SAWING PAVEMENT | 619(C) M0924 | M | 66.000 | 65.530 | -0.002 | 65.530 | $10.00 | $-0.02 | $655.30 |
0064 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) M0932 | M | 1,268.000 | 646.600 | 646.600 | $41.85 | $0.00 | $27,060.21 | |
0065 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) M8571 | EA | 11.000 | 6.000 | 6.000 | $1,975.00 | $0.00 | $11,850.00 | |
0066 | (PL)BRIDGE GUARD RAIL CONNECTION-TYPE A | 623(I) M8675 | EA | 4.000 | 6.000 | 6.000 | $1,190.00 | $0.00 | $7,140.00 | |
0067 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) M4459 | M | 6,576.000 | 7,518.370 | 0.005 | 7,518.370 | $9.84 | $0.05 | $73,980.77 |
0068 | MAILBOX INSTALLATION-SINGLE | 629(A) M4958 | EA | 18.000 | 25.000 | 25.000 | $75.00 | $0.00 | $1,875.00 | |
0069 | MAILBOX | 629(C) M4960 | EA | 18.000 | 25.000 | 25.000 | $30.00 | $0.00 | $750.00 | |
0070 | REMOVAL OF MAILBOX INSTALLATION | 629(D) M4961 | EA | 18.000 | 0.000 | 0.000 | $10.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $22,365.22 | $16,586,855.04 | ||||||||
Fed/State Project Number: NH-STIM(169) | Project: 17127(05) | Category: 0200/BRIDGES 'E' - 'H' | ||||||||
0071 | UNCLASSIFIED EXCAVATION | 202(A) M1301 | M3 | 13,029.000 | 13,028.890 | -0.110 | 13,028.890 | $4.10 | $-0.45 | $53,418.45 |
0072 | SELECT BORROW | 202(D) M0186 | M3 | 100.000 | 0.000 | 0.000 | $7.15 | $0.00 | $0.00 | |
0073 | SOLID SLAB SODDING | 230(A) M2806 | M2 | 504.000 | 0.000 | 0.000 | $1.42 | $0.00 | $0.00 | |
0074 | APPROACH SLABS | 414(C) M0309 | M2 | 443.600 | 443.520 | 443.520 | $290.39 | $0.00 | $128,793.78 | |
0075 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) M1306 | M3 | 714.000 | 632.460 | -0.035 | 632.460 | $35.75 | $-1.25 | $22,610.44 |
0076 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) M1307 | M3 | 320.000 | 225.560 | -0.002 | 225.560 | $22.90 | $-0.05 | $5,165.31 |
0077 | CLSM BACKFILL | 501(G) M6309 | M3 | 240.000 | 236.810 | -0.002 | 236.810 | $137.33 | $-0.27 | $32,521.13 |
0078 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) M1311 | M | 345.820 | 345.800 | -0.020 | 345.800 | $551.18 | $-11.02 | $190,598.04 |
0079 | (PL)SEALED EXPANSION JOINTS | 504(C) M6276 | M | 28.800 | 28.310 | -0.090 | 28.310 | $682.41 | $-61.42 | $19,319.02 |
0080 | CONCRETE PARAPET | 504(F) M1381 | M | 250.120 | 250.120 | 2.120 | 250.120 | $161.96 | $343.36 | $40,509.44 |
0081 | STRUCTURAL STEEL | 506(A) M1322 | KG | 1,800.000 | 4,210.000 | 4,210.000 | $7.16 | $0.00 | $30,143.60 | |
0082 | CLASS AA CONCRETE | 509(A) M1326 | M3 | 242.200 | 238.920 | 0.006 | 238.920 | $654.31 | $3.93 | $156,327.75 |
0083 | CLASS A CONCRETE | 509(B) M1328 | M3 | 1,796.800 | 1,790.360 | 9.206 | 1,790.360 | $452.00 | $4,161.11 | $809,242.70 |
0084 | REINFORCING STEEL | 511(A) M1332 | KG | 201,833.000 | 204,982.430 | 3,149.441 | 204,982.430 | $1.03 | $3,243.92 | $211,131.89 |
0085 | EPOXY COATED REINFORCING STEEL | 511(B) M6010 | KG | 42,596.000 | 41,662.070 | -376.032 | 41,662.070 | $1.62 | $-609.17 | $67,492.55 |
0086 | (PL)PILOT HOLES | 514 M6260 | M | 180.000 | 180.000 | 180.000 | $159.94 | $0.00 | $28,789.20 | |
0087 | PILES, FURNISHED (HP 250X62) | 514(A) M6011 | M | 58.000 | 58.000 | 58.000 | $97.74 | $0.00 | $5,668.92 | |
0088 | PILES, FURNISHED (HP 310X79) | 514(A) M6013 | M | 232.700 | 234.250 | -0.052 | 234.250 | $115.45 | $-6.00 | $27,044.17 |
0089 | PILES, DRIVEN (HP 250X62) | 514(B) M6292 | M | 58.000 | 44.530 | 0.001 | 44.530 | $53.31 | $0.05 | $2,373.89 |
0090 | PILES, DRIVEN (HP 310X79) | 514(B) M6294 | M | 232.700 | 206.060 | 206.060 | $47.57 | $0.00 | $9,802.28 | |
0091 | PILE LOAD TEST (DYNAMIC) | 514(F) M6354 | EA | 36.000 | 36.000 | 36.000 | $200.37 | $0.00 | $7,213.32 | |
0092 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) M6013 | M2 | 12,129.200 | 1,414.860 | 179.788 | 1,414.860 | $5.44 | $978.05 | $7,696.85 |
0093 | DRILLED SHAFTS 1200MM DIAMETER | 516(A) M6094 | M | 44.400 | 44.400 | 44.400 | $2,280.18 | $0.00 | $101,240.00 | |
0094 | (PL)FIXED BEARING ASSEMBLY | 535 M6164 | EA | 32.000 | 32.000 | 32.000 | $374.00 | $0.00 | $11,968.00 | |
0095 | (PL)EXPANSION BEARING ASSEMBLY | 535 M6165 | EA | 16.000 | 16.000 | 16.000 | $378.00 | $0.00 | $6,048.00 | |
0096 | TYPE I-A PLAIN RIPRAP | 601A-1 M1353 | T | 1,830.000 | 1,398.750 | 261.248 | 1,398.750 | $51.25 | $13,388.96 | $71,685.95 |
0097 | TYPE I-A FILTER BLANKET | 601A-2 M1355 | T | 248.000 | 468.260 | -185.740 | 468.260 | $50.14 | $-9,313.00 | $23,478.56 |
0098 | 150MM PERFORATED PIPE UNDERDRAIN ROUND | 613(P) M1091 | M | 57.200 | 56.800 | 56.800 | $29.64 | $0.00 | $1,683.56 | |
0099 | 150MM NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) M1096 | M | 48.000 | 74.670 | -0.002 | 74.670 | $22.71 | $-0.05 | $1,695.75 |
0100 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) M1397 | LSUM | 1.000 | 1.000 | 1.000 | $47,500.00 | $0.00 | $47,500.00 | |
8009 | DEDUCTION FOR FAILING MATERIAL | 105 M2175 | M | 0.000 | -3.700 | -3.700 | -3.700 | $410.43 | $-1,518.59 | $-1,518.59 |
Subtotals For Category 0200/BRIDGES 'E' - 'H' | $10,598.11 | $2,119,643.96 | ||||||||
Fed/State Project Number: NH-STIM(169) | Project: 17127(05) | Category: 0300/TRAFFIC | ||||||||
0101 | SHEET ALUMINUM SIGNS | 850(A) M8110 | M2 | 66.000 | 62.420 | -0.200 | 62.420 | $120.00 | $-24.00 | $7,490.40 |
0102 | 57MM SQUARE TUBE POST | 851(C) M8327 | M | 712.000 | 485.200 | 0.001 | 485.200 | $26.00 | $0.03 | $12,615.20 |
0103 | DELINEATORS (TYPE 1, CODE 2) | 853 M9027 | EA | 19.000 | 54.000 | 54.000 | $20.00 | $0.00 | $1,080.00 | |
0104 | DELINEATORS (TYPE 2, CODE 2) | 853 M9036 | EA | 51.000 | 54.000 | 54.000 | $20.00 | $0.00 | $1,080.00 | |
0105 | TRAFFIC STRIPE(PLASTIC)(100MM WIDE) | 855(A) M8812 | M | 32,725.000 | 1,774.850 | 1,774.850 | $1.44 | $0.00 | $2,555.78 | |
0106 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) M8818 | EA | 29.000 | 39.000 | 39.000 | $75.00 | $0.00 | $2,925.00 | |
0107 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) M8821 | EA | 15.000 | 18.000 | 18.000 | $105.00 | $0.00 | $1,890.00 | |
0108 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(100MM WIDE) | 856(A) M8839 | M | 50,000.000 | 30,416.160 | 0.010 | 30,416.160 | $0.30 | $0.00 | $9,124.85 |
0109 | REMOVABLE PAVEMENT MARKING TAPE(100MM WIDE) | 856(C) M8851 | M | 2,000.000 | 0.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
0110 | (PL)C/L CONSTRUCTION ZONE PAVEMENT MARKERS(YELLOW) | 856(G) M8884 | EA | 101.000 | 0.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0111 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) M8887 | EA | 500.000 | 140.000 | 140.000 | 140.000 | $1.00 | $140.00 | $140.00 |
0112 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) M8890 | EA | 500.000 | 82.000 | 82.000 | 82.000 | $1.00 | $82.00 | $82.00 |
0113 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) M8006 | M | 50,000.000 | 29,933.050 | -0.001 | 29,933.050 | $0.05 | $-0.00 | $1,496.66 |
0114 | ARROW DISPLAY (TYPE C) | 880(A) M8812 | SD | 420.000 | 370.000 | 14.000 | 370.000 | $1.00 | $14.00 | $370.00 |
0115 | CONSTRUCTION SIGNS 0 TO 0.59 M2 | 880(B) M8818 | SD | 78,300.000 | 15,715.000 | -577.000 | 15,715.000 | $0.01 | $-5.77 | $157.15 |
0116 | CONSTRUCTION SIGNS 0.60 M2 TO 1.47 M2 | 880(B) M8821 | SD | 7,560.000 | 39,570.000 | 520.000 | 39,570.000 | $2.00 | $1,040.00 | $79,140.00 |
0117 | CONSTRUCTION SIGNS 1.48 M2 TO 3.06 M2 | 880(B) M8824 | SD | 28,080.000 | 34,220.000 | -1,197.000 | 34,220.000 | $0.75 | $-897.75 | $25,665.00 |
0118 | BARRICADES(TYPE II) | 880(C) M8836 | SD | 27,000.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0119 | BARRICADES(TYPE III) | 880(C) M8842 | SD | 78,300.000 | 14,010.000 | 1,087.000 | 14,010.000 | $0.02 | $21.74 | $280.20 |
0120 | WING BARRICADES | 880(C) M8848 | SD | 1,080.000 | 4,830.000 | -294.000 | 4,830.000 | $2.00 | $-588.00 | $9,660.00 |
0121 | VERTICAL PANELS | 880(D) M8854 | SD | 34,560.000 | 46,524.000 | 57.000 | 46,524.000 | $0.05 | $2.85 | $2,326.20 |
0122 | WARNING LIGHTS(TYPE A) | 880(E) M8860 | SD | 156,600.000 | 45,806.000 | 3,351.000 | 45,806.000 | $0.01 | $33.51 | $458.06 |
0123 | WARNING LIGHTS(TYPE C) | 880(E) M8872 | SD | 14,560.000 | 63,852.000 | 1,986.000 | 63,852.000 | $0.40 | $794.40 | $25,540.80 |
0124 | DRUMS | 880(F) M8878 | SD | 71,280.000 | 19,106.000 | 1,174.000 | 19,106.000 | $0.02 | $23.48 | $382.12 |
0125 | TUBE CHANNELIZERS | 880(G) M8884 | SD | 6,480.000 | 72,657.000 | 10,897.000 | 72,657.000 | $0.25 | $2,724.25 | $18,164.25 |
Subtotals For Category 0300/TRAFFIC | $3,360.74 | $202,623.67 | ||||||||
Fed/State Project Number: NH-STIM(169) | Project: 17127(05) | Category: 0600/STAKING | ||||||||
0126 | STAKING | 642 M0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $98,350.00 | $4,917.50 | $98,350.00 |
Subtotals For Category 0600/STAKING | $4,917.50 | $98,350.00 | ||||||||
Fed/State Project Number: NH-STIM(169) | Project: 17127(05) | Category: 0640/CONSTRUCTION | ||||||||
0127 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 M2800 | LSUM | 1.000 | 1.000 | 0.100 | 1.000 | $15,000.00 | $1,500.00 | $15,000.00 |
0128 | FIELD OFFICE | 640 M1426 | EA | 1.000 | 1.000 | 1.000 | $16,800.00 | $0.00 | $16,800.00 | |
0129 | MOBILIZATION | 641 M1552 | LSUM | 1.000 | 1.000 | 1.000 | $762,362.82 | $0.00 | $762,362.83 | |
Subtotals For Category 0640/CONSTRUCTION | $1,500.00 | $794,162.83 | ||||||||
Fed/State Project Number: NH-STIM(169) | Project: 17127(05) | Category: 0850/Non ARRA Funding | ||||||||
8000 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $840.00 | $0.00 | $840.00 | |
8001 | REMOVE AND RESET MAILBOX | 629(E) M5048 | EA | 0.000 | 15.000 | 15.000 | $105.00 | $0.00 | $1,575.00 | |
8002 | REMOVAL OF EXISTING STRUCTURES | 619(B) M4778 | EA | 0.000 | 7.000 | 7.000 | $3,105.00 | $0.00 | $21,735.00 | |
8003 | (SP)GEOSYNTHETIC SUBGRADE REINFORCEMENT | 328 M2600 | M2 | 0.000 | 50,652.800 | 0.049 | 50,652.800 | $4.46 | $0.22 | $225,911.49 |
8004 | UNCLASSIFIED BORROW | 202(C) M0184 | M3 | 0.000 | 15,232.860 | -0.010 | 15,232.860 | $3.35 | $-0.03 | $51,030.08 |
8005 | FENCE-STYLE CLF (1200MM HIGH, CLASS A) | 624(D) M4288 | M | 0.000 | 65.240 | 65.240 | $51.66 | $0.00 | $3,370.30 | |
8006 | (SP)TRAFFIC STRIPE(MULTI-POLYMER) | 854(C) M8520 | M | 0.000 | 44,636.380 | 44,636.380 | $1.44 | $0.00 | $64,276.39 | |
Subtotals For Category 0850/Non ARRA Funding | $0.19 | $368,738.26 | ||||||||
Fed/State Project Number: NH-STIM(169) | Project: 17127(05) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
8007 | CONSTRUCTION MISCELLANEOUS | 104 M0250 | KG | 0.000 | 1,054.170 | 1,054.170 | $10.47 | $0.00 | $11,037.16 | |
8008 | ASPHALT BINDER PRICE ADJUSTMENT | 109 M1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $24,048.72 | $24,048.72 | $24,048.72 |
Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $24,048.72 | $35,085.88 | ||||||||
Subtotals For Project NH-STIM(169) /17127(05) | $66,790.48 | $20,205,459.64 |