Contract ID: | 100549 | Estimate Number: | 0029 | Contract No: | 610625 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | 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: | 03/01/2012 TO 03/15/2012 |
Date Awarded: | 10/04/2010 | Date Work Began: | 11/10/2010 | Original Contract Time: | 360 |
Date Contract Executed: | 10/11/2010 | Date Time Stopped: | Current Time Charged: | 419.00 | |
Date NTP Issued: | 10/14/2010 | Completion Date: | Current Time Allowed: | 419.00 | |
General Liability Expires: | 07/01/2012 | Workman's Comp Expires: | 07/01/2012 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $7,783,472.23 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $7,695,489.94 | Participating: | $7,346,643.57 | $7,295,118.15 | $51,525.42 | ||
Percent Complete: | 94.78 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $406,630.67 | Total Earnings: | $7,346,643.57 | $7,295,118.15 | $51,525.42 | ||
Unearned Balance: | $318,648.38 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $7,346,643.57 | $7,295,118.15 | $51,525.42 | ||||
Other Adjustments: | $30,197.99 | $30,197.99 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $7,376,841.56 | $7,325,316.14 | $51,525.42 |
Contract ID: | 100549 | Estimate Number: | 0029 | 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 |
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 | -12.0 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0024 | -12.0 | $2,000.00 | $-24,000.00 |
System Application of Liquidated Damages | 0025 | -14.0 | $2,000.00 | $-28,000.00 |
System Application of Liquidated Damages | 0026 | -15.0 | $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 | --12 | $2,000.00 | $24,000.00 |
System Application of Liquidated Damages | 0028 | --14 | $2,000.00 | $28,000.00 |
System Application of Liquidated Damages | 0028 | --15 | $2,000.00 | $30,000.00 |
System Application of Liquidated Damages | 0028 | --12 | $2,000.00 | $24,000.00 |
System Application of Liquidated Damages | 0028 | --6.0 | $2,000.00 | $12,000.00 |
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 | 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) | 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) | 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 | $30,197.99 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100549 | Estimate Number: | 0029 | 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 | 22,528.000 | 19,487.800 | $3.68 | $0.00 | $71,715.10 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 36,950.000 | 36,950.000 | 0.000 | 54,343.600 | $4.55 | $0.00 | $247,263.38 |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.750 | $12,500.00 | $0.00 | $9,375.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,500.000 | 4,500.000 | 1,670.000 | $3.45 | $0.00 | $5,761.50 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 5.000 | 5.000 | 0.000 | $200.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 800.000 | 800.000 | 472.000 | $8.00 | $0.00 | $3,776.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 64,355.000 | 64,355.000 | 21,450.000 | 21,450.000 | $1.50 | $32,175.00 | $32,175.00 |
0009 | SEEDING METHOD B | 232(B) 2814 | AC | 14.000 | 14.000 | 0.000 | $780.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 14.000 | 14.000 | 13.400 | $380.00 | $0.00 | $5,092.00 | |
0011 | MOWING | 241 2832 | AC | 28.000 | 28.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0012 | FLY ASH | 307(A) 4200 | TON | 2,270.000 | 2,270.000 | 2,069.380 | $64.50 | $0.00 | $133,475.03 | |
0013 | LIME | 307(D) 4230 | TON | 121.000 | 121.000 | 0.000 | $80.00 | $0.00 | $0.00 | |
0014 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 44,097.000 | 44,097.000 | 43,504.400 | $1.50 | $0.00 | $65,256.61 | |
0015 | LIME PRETREATMENT | 307(G) 4260 | SY | 6,675.000 | 6,675.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 365.000 | 365.000 | 499.390 | $27.50 | $0.00 | $13,733.23 | |
0017 | TACK COAT | 407(B) 0250 | GAL | 15,518.000 | 15,518.000 | 8,600.000 | $2.25 | $0.00 | $19,350.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 9,964.000 | 9,964.000 | 0.000 | $5.60 | $0.00 | $0.00 | |
0019 | SUPERPAVE, TYPE S3(PG 76-28 OK) | 411(B) 5935 | TON | 9,748.000 | 9,748.000 | 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 | 19,547.000 | 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 | 7,000.000 | 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 | 2,548.000 | 0.000 | 3,560.690 | $65.30 | $0.00 | $232,513.06 |
0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 41,032.000 | 41,032.000 | 56.670 | 39,661.130 | $1.00 | $56.67 | $39,661.13 |
0024 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 23,170.000 | 23,170.000 | 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 | 20.000 | 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 | $1,250.00 | $0.00 | $0.00 | |
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 | 2.000 | $800.00 | $0.00 | $1,600.00 | |
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 | 8.000 | $1,300.00 | $0.00 | $10,400.00 | |
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 | 500.000 | 3,902.000 | $1.00 | $0.00 | $3,902.00 | |
0043 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,315.000 | 11,315.000 | 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 | 1,800.000 | 1,738.000 | $3.40 | $0.00 | $5,909.20 | |
0051 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,700.000 | 2,700.000 | 3,684.000 | $3.50 | $0.00 | $12,894.00 | |
0052 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 4.000 | 4.000 | 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 | 0.000 | 124.000 | $33.60 | $0.00 | $4,166.40 |
9007 | TYPE AA4 CULVERT END TREATMENT | 613(M) 7191 | EA | 0.000 | 2.000 | 0.000 | 2.000 | $787.50 | $0.00 | $1,575.00 |
Subtotals For Category 0100/ROADWAY | $32,231.67 | $3,298,592.94 | ||||||||
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 | 0.000 | $20,000.00 | $0.00 | $0.00 | |
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 | 12.200 | 14.650 | 14.650 | $500.00 | $7,325.00 | $7,325.00 |
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 | 0.600 | $235,000.00 | $0.00 | $141,000.00 | |
0067 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.675 | $40,000.00 | $0.00 | $27,000.00 | |
0068 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 578.000 | 578.000 | 578.000 | $30.00 | $0.00 | $17,340.00 | |
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 | 578.000 | 608.260 | $10.00 | $0.00 | $6,082.60 | |
0071 | PILES, DRIVEN (HP 14X73) | 514(B) 6296 | LF | 1,032.000 | 1,032.000 | 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 | $3.00 | $0.00 | $0.00 | |
0074 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 110.000 | 110.000 | 28.750 | $40.00 | $0.00 | $1,150.00 | |
0075 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 10.000 | 10.000 | 1.000 | $100.00 | $0.00 | $100.00 | |
0076 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 40.000 | 40.000 | 53.280 | $700.00 | $0.00 | $37,296.00 | |
0077 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 802.000 | 802.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0078 | SEALER RESIN | 523(B) 6560 | GAL | 9.000 | 9.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0079 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,892.000 | 1,892.000 | 849.600 | $33.50 | $0.00 | $28,461.62 | |
0080 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 331.000 | 331.000 | 261.470 | $26.50 | $0.00 | $6,928.96 | |
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 | 60.000 | 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 | 3,863.000 | 3,863.000 | $4.79 | $0.00 | $18,503.78 | |
Subtotals For Category 0201/BRIDGE "D" | $7,325.00 | $1,643,132.66 | ||||||||
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 | 0.000 | $17,500.00 | $0.00 | $0.00 | |
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 | 11.100 | 12.200 | 12.200 | $500.00 | $6,100.00 | $6,100.00 |
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 | 375.000 | 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 | 375.000 | 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 | $3.00 | $0.00 | $0.00 | |
0107 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 236.000 | 236.000 | 236.880 | $410.00 | $0.00 | $97,120.80 | |
0108 | PREPARATION OF CRACKS, ABOVE WATER | 520(A) 6058 | LF | 55.000 | 55.000 | 73.750 | $40.00 | $0.00 | $2,950.00 | |
0109 | EPOXY RESIN, ABOVE WATER | 520(C) 6060 | GAL | 5.000 | 5.000 | 1.500 | $100.00 | $0.00 | $150.00 | |
0110 | PNEUMATICALLY PLACED MORTAR | 521(A) 6210 | SY | 20.000 | 20.000 | 17.480 | $700.00 | $0.00 | $12,236.00 | |
0111 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 822.000 | 822.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0112 | SEALER RESIN | 523(B) 6560 | GAL | 10.000 | 10.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0113 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,522.000 | 1,522.000 | 873.490 | $33.50 | $0.00 | $29,261.94 | |
0114 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 271.000 | 271.000 | 141.240 | $26.50 | $0.00 | $3,742.86 | |
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 | 60.000 | 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 | 3,491.000 | 3,491.000 | $4.79 | $0.00 | $16,721.90 | |
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" | $6,100.00 | $1,879,645.39 | ||||||||
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 | 1.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0123 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 196.000 | 196.000 | 191.420 | $15.00 | $0.00 | $2,871.30 | |
0124 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 418.000 | 418.000 | 312.600 | $8.00 | $0.00 | $2,500.80 | |
0125 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 51,888.000 | 51,888.000 | 51,508.000 | $0.41 | $0.00 | $21,118.28 | |
0126 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,288.000 | 1,288.000 | 674.000 | $3.30 | $0.00 | $2,224.20 | |
0127 | TRAFF. STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 45.000 | 45.000 | 39.000 | $22.00 | $0.00 | $858.00 | |
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 | $31,302.58 | ||||||||
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 | 154,626.000 | 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 | 9,360.000 | 1,897.000 | $0.45 | $0.00 | $853.65 | |
0131 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 63,192.000 | 63,192.000 | 14,734.000 | $0.17 | $0.00 | $2,504.78 | |
0132 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 600.000 | 600.000 | 740.000 | $11.00 | $0.00 | $8,140.00 | |
0133 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,200.000 | 2,200.000 | 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 | 720.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0136 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,920.000 | 4,920.000 | 75.000 | 6,879.000 | $1.05 | $78.75 | $7,222.95 |
0137 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 6,540.000 | 6,540.000 | 75.000 | 10,337.000 | $1.40 | $105.00 | $14,471.80 |
0138 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 7,800.000 | 7,800.000 | 150.000 | 11,037.000 | $2.75 | $412.50 | $30,351.75 |
0139 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 6,600.000 | 6,600.000 | 5,519.000 | $0.11 | $0.00 | $607.09 | |
0140 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 30.000 | 1,800.000 | $0.11 | $3.30 | $198.00 |
0141 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,320.000 | 10,320.000 | 120.000 | 19,634.000 | $0.16 | $19.20 | $3,141.44 |
0142 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 27,720.000 | 27,720.000 | 29,389.000 | $0.06 | $0.00 | $1,763.34 | |
0143 | DRUMS | 880(F) 8878 | SD | 30,240.000 | 30,240.000 | 29,445.000 | $0.11 | $0.00 | $3,238.95 | |
0144 | CHANNELIZER CONES | 880(G) 8890 | SD | 23,820.000 | 23,820.000 | 59,644.000 | $0.16 | $0.00 | $9,543.04 | |
0145 | FLAGGER | 880(I) 8902 | SD | 120.000 | 120.000 | 3.000 | $200.00 | $0.00 | $600.00 | |
0146 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 720.000 | 720.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
Subtotals For Category 0310/TRAFFIC CONTROL | $618.75 | $171,470.00 | ||||||||
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 | 0.500 | 1.000 | $2,500.00 | $1,250.00 | $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 | 0.200 | 1.000 | $20,000.00 | $4,000.00 | $20,000.00 |
Subtotals For Category 0640/CONSTRUCTION | $5,250.00 | $282,500.00 | ||||||||
Subtotals For Project NHY-010N(027) /20237(04) | $51,525.42 | $7,346,643.57 |