Contract ID: | 090292 | Estimate Number: | 0027 | Contract No: | 510075 | |||
Residency: | HEAVENER (02200) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | NH-STIM(008) | ||||||||||||
Primary Job Piece No: | 11395(12) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-271: FROM SH-112 EXTEND WEST TO SH-9A. PROJECT LENGTH = 1.522 MILES | ||||||||||||
Primary County: | LEFLORE | ||||||||||||
Name of Road: | US-271 | ||||||||||||
Prime Contractor: | MANHATTAN ROAD & BRIDGE CO. | ||||||||||||
5601 S. 122ND E. AVE. | |||||||||||||
TULSA , OK 74146 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 06/18/2009 | NTP Effective Date: | 09/14/2009 | Pay Period: | 12/01/2010 TO 12/15/2010 |
Date Awarded: | 06/22/2009 | Date Work Began: | 12/01/2009 | Original Contract Time: | 365 |
Date Contract Executed: | 07/08/2009 | Date Time Stopped: | Current Time Charged: | 458.00 | |
Date NTP Issued: | 07/09/2009 | Completion Date: | Current Time Allowed: | 608.00 | |
General Liability Expires: | 10/01/2011 | Workman's Comp Expires: | 10/01/2011 | Percent Time Used: | 75.33 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $6,732,830.48 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,631,375.28 | Participating: | $6,353,656.70 | $6,123,928.26 | $229,728.44 | ||
Percent Complete: | 96.61 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $228,449.63 | Non ARRA: | $102,527.04 | $102,527.04 | $0.00 | ||
Unearned Balance: | $126,994.43 | Total Earnings: | $6,456,183.74 | $6,226,455.30 | $229,728.44 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $6,456,183.74 | $6,226,455.30 | $229,728.44 | ||||
Other Adjustments: | $48,197.11 | $42,201.68 | $5,995.43 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $6,504,380.85 | $6,268,656.98 | $235,723.87 |
Contract ID: | 090292 | Estimate Number: | 0027 | Primary JP: | 11395(12) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Removal of Concrete Pavement | Approved | 04/12/2010 | 11.0 | $101,455.20 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
11395(12) | 0020 | Separator Fabric | Stockpiled Material Initial Payment | 0017 | $9,410.75 |
11395(12) | 0020 | Separator Fabric | Stockpiled Material Adjustment | 0020 | $-9,410.75 |
11395(12) | 0057 | Prestressed Concrete Beams(Type J BT) | Stockpiled Material Initial Payment | 0003 | $101,288.69 |
11395(12) | 0057 | Prestressed Concrete Beams(Type J BT) | Stockpiled Material Initial Payment | 0004 | $50,644.34 |
11395(12) | 0057 | Prestressed Concrete Beams(Type J BT) | Stockpiled Material Closure | 0016 | $-4.23 |
11395(12) | 0057 | Prestressed Concrete Beams(Type J BT) | Stockpiled Material Adjustment | 0010 | $-50,640.11 |
11395(12) | 0057 | Prestressed Concrete Beams(Type J BT) | Stockpiled Material Adjustment | 0010 | $-101,288.69 |
11395(12) | 0061 | Structural Steel(Beams) | Stockpiled Material Closure | 0004 | $-208,267.72 |
11395(12) | 0061 | Structural Steel(Beams) | Stockpiled Material Initial Payment | 0001 | $208,267.72 |
11395(12) | 0061 | Structural Steel(Beams) | Stockpiled Material Closure | 0004 | $-156,054.62 |
11395(12) | 0061 | Structural Steel(Beams) | Stockpiled Material Initial Payment | 0001 | $156,054.62 |
11395(12) | 0061 | Structural Steel Beams | Stockpiled Material Adjustment | 0013 | $-509,490.50 |
11395(12) | 0061 | Structural Steel Beams | Stockpiled Material Adjustment | 0011 | $-254,747.31 |
11395(12) | 0061 | Structural Steel Beams | Stockpiled Material Initial Payment | 0004 | $764,237.80 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $10,921.67 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-2,040.98 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-5,819.23 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-3,061.46 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-3,061.46 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-10,348.56 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-2,040.98 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $15,451.00 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-8,940.28 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $14,042.72 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-2,040.97 |
11395(12) | 0065 | Epoxy Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-3,061.46 |
11395(12) | 0065 | Epoxy Coated Reinforcing Steel | Stockpiled Material Initial Payment | 0007 | $2,277.69 |
11395(12) | 0065 | Epoxy Coated Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-2,277.69 |
11395(12) | 0066 | Piles, Furnished (HP10x42) | Stockpiled Material Initial Payment | 0002 | $9,848.00 |
11395(12) | 0066 | Piles, Furnished (HP10x42) | Stockpiled Material Closure | 0016 | $-633.09 |
11395(12) | 0066 | Piles, Furnished (HP10x42) | Stockpiled Material Adjustment | 0010 | $-9,214.91 |
11395(12) | 0067 | Piles, Furnished (HP12x53) | Stockpiled Material Adjustment | 0010 | $-23,925.60 |
11395(12) | 0067 | Piles, Furnished (HP12x53) | Stockpiled Material Initial Payment | 0002 | $23,925.60 |
11395(12) | 0072 | 72" Drill Shafts | Stockpiled Material Adjustment | 0007 | $-7,497.98 |
11395(12) | 0072 | 72" Drill Shafts | Stockpiled Material Adjustment | 0008 | $-7,344.96 |
11395(12) | 0072 | 72" Drill Shafts | Stockpiled Material Initial Payment | 0007 | $14,842.94 |
11395(12) | 0072 | 72" Drill Shafts | Stockpiled Material Adjustment | 0008 | $-153.02 |
11395(12) | 0072 | 72" Drill Shafts | Stockpiled Material Initial Payment | 0007 | $7,651.00 |
11395(12) | 0072 | 72" Drill Shafts | Stockpiled Material Adjustment | 0007 | $-7,497.98 |
11395(12) | 0073 | 84" Drill Shafts | Stockpiled Material Adjustment | 0011 | $-8,967.39 |
11395(12) | 0073 | 84" Drill Shafts | Stockpiled Material Initial Payment | 0007 | $17,507.76 |
11395(12) | 0073 | 84" Drill Shafts | Stockpiled Material Adjustment | 0007 | $-8,540.37 |
11395(12) | 0076 | Fixed Bearing Assembly | Stockpiled Material Closure | 0004 | $-3,607.34 |
11395(12) | 0076 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $3,607.34 |
11395(12) | 0076 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0004 | $4,509.18 |
11395(12) | 0076 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0011 | $-4,509.18 |
11395(12) | 0076 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0011 | $-7,176.00 |
11395(12) | 0076 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0004 | $7,176.00 |
11395(12) | 0077 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0011 | $-4,509.18 |
11395(12) | 0077 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0003 | $5,411.01 |
11395(12) | 0077 | Expansion Bearing Assembly | Stockpiled Material Closure | 0004 | $-5,411.01 |
11395(12) | 0077 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0004 | $4,509.18 |
11395(12) | 0077 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0011 | $-21,528.00 |
11395(12) | 0077 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0004 | $21,528.00 | 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. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
11395(12) | 0019 | OPEN GRADED BITUMINOUS BASE | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $2,123.45 |
11395(12) | 0019 | OPEN GRADED BITUMINOUS BASE | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $7,906.33 |
11395(12) | 0019 | OPEN GRADED BITUMINOUS BASE | Asphalt Binder Adjustment | 0027 | 477.36 | $1.03 | $492.28 |
11395(12) | 0024 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $6,258.84 |
11395(12) | 0024 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $2,778.57 |
11395(12) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $12,420.39 |
11395(12) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $5,237.60 |
11395(12) | 0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 731.55 | $1.73 | $1,267.41 |
11395(12) | 0026 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $2,575.51 |
11395(12) | 0026 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0027 | 2,139.26 | $1.98 | $4,235.74 |
11395(12) | 0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $2,900.99 | Subtotals For Line Item Adjustments | $48,197.11 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 090292 | Estimate Number: | 0027 | Primary JP: | 11395(12) | |||
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(008) | Project: 11395(12) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $45,000.00 | $0.00 | $45,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 47,282.000 | 47,282.000 | 0.000 | 90,000.000 | $3.57 | $0.00 | $321,300.00 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 73,417.000 | 73,417.000 | 15,500.000 | $4.73 | $0.00 | $73,315.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $34,000.00 | $0.00 | $34,000.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 800.000 | 800.000 | 2,626.000 | $3.50 | $0.00 | $9,191.00 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 8.000 | 8.000 | 0.000 | $70.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 2.000 | 2.000 | 0.000 | $400.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 532.000 | 532.000 | 161.000 | $8.00 | $0.00 | $1,288.00 | |
0009 | DITCH LINER PROTECTION | 229 4318 | LF | 1,914.000 | 1,914.000 | 0.000 | $1.18 | $0.00 | $0.00 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 67,281.000 | 67,281.000 | 50,000.000 | $1.18 | $0.00 | $59,000.00 | |
0011 | WATERING | 230(F) 2812 | MGAL | 2,692.000 | 2,692.000 | 338.000 | $10.32 | $0.00 | $3,488.16 | |
0012 | SEEDING METHOD B | 232(B) 2814 | AC | 13.900 | 13.900 | 0.000 | $465.70 | $0.00 | $0.00 | |
0013 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 13.900 | 13.900 | 0.000 | $513.41 | $0.00 | $0.00 | |
0014 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 7.000 | 7.000 | 4.190 | $570.45 | $0.00 | $2,390.18 | |
0015 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 1.000 | 1.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
0016 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 2.000 | 2.000 | 0.000 | $65.00 | $0.00 | $0.00 | |
0017 | MOWING | 241 2832 | AC | 13.900 | 13.900 | 0.000 | $87.12 | $0.00 | $0.00 | |
0018 | AGGREGATE BASE | 303 0192 | CY | 9,834.000 | 9,834.000 | 0.000 | 9,123.130 | $31.00 | $0.00 | $282,817.03 |
0019 | OPEN GRADED BITUMINOUS BASE | 319 5190 | TON | 7,184.000 | 7,184.000 | 477.360 | 7,027.210 | $50.65 | $24,178.28 | $355,928.19 |
0020 | SEPARATOR FABRIC | 325 5271 | SY | 47,839.000 | 47,839.000 | 44,232.940 | $0.75 | $0.00 | $33,174.71 | |
0021 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 4,964.000 | 4,964.000 | 716.850 | 6,211.350 | $18.00 | $12,903.30 | $111,804.30 |
0022 | TACK COAT | 407 0250 | GAL | 5,655.000 | 5,655.000 | 1,134.000 | 3,994.000 | $3.22 | $3,651.48 | $12,860.68 |
0023 | PRIME COAT | 408 5774 | GAL | 16,457.000 | 16,457.000 | 16,057.650 | $5.19 | $0.00 | $83,339.20 | |
0024 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 4,332.000 | 4,332.000 | 3,863.390 | $65.24 | $0.00 | $252,047.57 | |
0025 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 8,203.000 | 8,203.000 | 731.550 | 8,256.010 | $56.30 | $41,186.27 | $464,813.37 |
0026 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 2,933.000 | 2,933.000 | 2,139.260 | 3,299.400 | $68.60 | $146,753.24 | $226,338.84 |
0027 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 1,420.000 | 1,420.000 | 1,306.750 | $58.93 | $0.00 | $77,006.78 | |
0028 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 13,754.000 | 13,754.000 | 0.000 | $0.45 | $0.00 | $0.00 | |
0029 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 0.400 | 0.400 | 0.000 | $5,000.00 | $0.00 | $0.00 | |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 369.000 | 369.000 | -14.810 | 433.680 | $230.00 | $-3,406.30 | $99,746.40 |
0031 | REINFORCING STEEL | 511(A) 0332 | LB | 37.000 | 37.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0032 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 4.000 | 4.000 | 0.000 | 6.000 | $4,500.00 | $0.00 | $27,000.00 |
0033 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 2.000 | 2.000 | 0.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 |
0034 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 194.000 | 194.000 | 0.000 | 257.500 | $37.50 | $0.00 | $9,656.25 |
0035 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 60.000 | 60.000 | 0.000 | 75.000 | $55.00 | $0.00 | $4,125.00 |
0036 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 8.000 | 8.000 | 0.000 | $625.00 | $0.00 | $0.00 | |
0037 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 2.000 | 2.000 | 0.000 | $825.00 | $0.00 | $0.00 | |
0038 | 18" PRECOATED CORR. STEEL PIPE | 613(F) 5100 | LF | 235.000 | 235.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0039 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 3.000 | $750.00 | $0.00 | $2,250.00 | |
0040 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 2.000 | $850.00 | $0.00 | $1,700.00 | |
0041 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 562.000 | 562.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0042 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 188.000 | 188.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0043 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 169.000 | 169.000 | 0.000 | $25.00 | $0.00 | $0.00 | |
0044 | TRENCH EXCAVATION | 613(S) 1180 | CY | 281.000 | 281.000 | 50.000 | $8.30 | $0.00 | $415.00 | |
0045 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 60.000 | 60.000 | 120.000 | $35.00 | $0.00 | $4,200.00 | |
0046 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $15,000.00 | $0.00 | $15,000.00 | |
0047 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 37,970.000 | 37,970.000 | 1,277.780 | 32,129.780 | $1.50 | $1,916.67 | $48,194.67 |
0048 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,940.000 | 2,940.000 | 532.000 | $3.00 | $0.00 | $1,596.00 | |
0049 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 425.000 | 425.000 | 425.000 | $16.75 | $0.00 | $7,118.75 | |
0050 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 3.000 | 3.000 | 3.000 | $1,150.00 | $0.00 | $3,450.00 | |
0051 | GUARD RAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
0052 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 2.000 | 2.000 | 2.000 | $2,000.00 | $0.00 | $4,000.00 | |
0053 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 2.000 | 2.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0054 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 8.000 | 8.000 | 0.000 | $250.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $227,182.94 | $2,682,355.08 | ||||||||
Fed/State Project Number: NH-STIM(008) | Project: 11395(12) | Category: 0200/BRIDGE 'A' | ||||||||
0055 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 330.000 | 330.000 | 330.000 | $20.00 | $0.00 | $6,600.00 | |
0056 | CLSM BACKFILL | 501(G) 6309 | CY | 346.600 | 346.600 | 346.000 | $100.00 | $0.00 | $34,600.00 | |
0057 | PRESTRESSED CONCRETE BEAMS (TYPE J BT) | 503(A) 6290 | LF | 1,436.000 | 1,436.000 | 1,436.000 | $222.50 | $0.00 | $319,510.00 | |
0058 | APPROACH SLAB | 504(A) 1304 | SY | 330.400 | 330.400 | 0.000 | 330.400 | $140.00 | $0.00 | $46,256.00 |
0059 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 126.500 | 126.500 | 126.500 | $250.00 | $0.00 | $31,625.00 | |
0060 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 1,891.000 | 1,891.000 | 0.000 | 1,891.000 | $47.50 | $0.00 | $89,822.50 |
0061 | STRUCTURAL STEEL | 506(A) 1322 | LB | 928,600.000 | 928,600.000 | 928,600.000 | $1.04 | $0.00 | $965,744.00 | |
0062 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,015.000 | 1,015.000 | 1,015.000 | $400.00 | $0.00 | $406,000.00 | |
0063 | CLASS A CONCRETE | 509(B) 1328 | CY | 618.400 | 618.400 | 618.400 | $475.00 | $0.00 | $293,740.00 | |
0064 | REINFORCING STEEL | 511(A) 1332 | LB | 6,070.000 | 6,070.000 | 0.000 | 6,070.000 | $1.50 | $0.00 | $9,105.00 |
0065 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 321,280.000 | 321,280.000 | 321,280.000 | $0.80 | $0.00 | $257,024.00 | |
0066 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 524.000 | 524.000 | 524.000 | $45.00 | $0.00 | $23,580.00 | |
0067 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,090.000 | 1,090.000 | 1,080.000 | $45.00 | $0.00 | $48,600.00 | |
0068 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 524.000 | 524.000 | 522.340 | $10.00 | $0.00 | $5,223.40 | |
0069 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,090.000 | 1,090.000 | 1,034.190 | $10.00 | $0.00 | $10,341.90 | |
0070 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 18.000 | 18.000 | 18.000 | $750.00 | $0.00 | $13,500.00 | |
0071 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 3,005.000 | 3,005.000 | 3,005.000 | $3.25 | $0.00 | $9,766.25 | |
0072 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 294.000 | 294.000 | 294.000 | $900.00 | $0.00 | $264,600.00 | |
0073 | DRILLED SHAFTS 84" DIAMETER | 516(A) 6100 | LF | 164.000 | 164.000 | 164.000 | $1,100.00 | $0.00 | $180,400.00 | |
0074 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 290.000 | 290.000 | 290.000 | $4.15 | $0.00 | $1,203.50 | |
0075 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 3.000 | 3.000 | 3.000 | $130.00 | $0.00 | $390.00 | |
0076 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,500.00 | $0.00 | $24,000.00 | |
0077 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 24.000 | 24.000 | 24.000 | $1,500.00 | $0.00 | $36,000.00 | |
0078 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 3,980.000 | 3,980.000 | 2,762.610 | $20.00 | $0.00 | $55,252.20 | |
0079 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 750.000 | 750.000 | 496.110 | $18.25 | $0.00 | $9,054.01 | |
0080 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 84.000 | 84.000 | 0.000 | 84.000 | $20.00 | $0.00 | $1,680.00 |
0081 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 44.000 | 44.000 | 0.000 | 149.000 | $20.00 | $0.00 | $2,980.00 |
0082 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $102,655.00 | $0.00 | $102,655.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $3,249,252.76 | ||||||||
Fed/State Project Number: NH-STIM(008) | Project: 11395(12) | Category: 0300/TRAFFIC | ||||||||
0083 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 31,000.000 | 31,000.000 | 0.000 | $0.07 | $0.00 | $0.00 | |
0084 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 2,320.000 | 2,320.000 | 275.000 | $0.41 | $0.00 | $112.75 | |
0085 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,500.000 | 2,500.000 | 230.000 | $0.26 | $0.00 | $59.80 | |
0086 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 730.000 | 730.000 | 15.000 | 374.000 | $0.52 | $7.80 | $194.48 |
0087 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,220.000 | 10,220.000 | 201.000 | 3,011.000 | $0.05 | $10.05 | $150.55 |
0088 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,380.000 | 4,380.000 | 345.000 | 11,197.000 | $1.04 | $358.80 | $11,644.88 |
0089 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 9,490.000 | 9,490.000 | 915.000 | 29,016.000 | $1.04 | $951.60 | $30,176.64 |
0090 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,125.000 | 9,125.000 | 345.000 | 9,190.000 | $0.05 | $17.25 | $459.50 |
0091 | WING BARRICADES | 880(C) 8848 | SD | 1,095.000 | 1,095.000 | 60.000 | 1,496.000 | $0.52 | $31.20 | $777.92 |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 27,740.000 | 27,740.000 | 1,110.000 | 28,972.000 | $0.01 | $11.10 | $289.72 |
0093 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 27,010.000 | 27,010.000 | 1,500.000 | 42,089.000 | $0.01 | $15.00 | $420.89 |
0094 | DRUMS | 880(F) 8878 | SD | 27,010.000 | 27,010.000 | 4,395.000 | 47,273.000 | $0.26 | $1,142.70 | $12,290.98 |
0095 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 30.000 | 30.000 | 0.000 | $25.93 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $2,545.50 | $56,578.11 | ||||||||
Fed/State Project Number: NH-STIM(008) | Project: 11395(12) | Category: 0301/SIGN AND STRIPE | ||||||||
0096 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.520 | 2.520 | 0.000 | $414.88 | $0.00 | $0.00 | |
0097 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 241.150 | 241.150 | 0.000 | $12.45 | $0.00 | $0.00 | |
0098 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 110.000 | 110.000 | 0.000 | $6.74 | $0.00 | $0.00 | |
0099 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 373.000 | 373.000 | 0.000 | $6.74 | $0.00 | $0.00 | |
0100 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 38,270.000 | 38,270.000 | 0.000 | $0.41 | $0.00 | $0.00 | |
0101 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 18.000 | 18.000 | 0.000 | $72.60 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGN AND STRIPE | $0.00 | $0.00 | ||||||||
Fed/State Project Number: NH-STIM(008) | Project: 11395(12) | Category: 0600/STAKING | ||||||||
0102 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $30,500.00 | $0.00 | $22,875.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $22,875.00 | ||||||||
Fed/State Project Number: NH-STIM(008) | Project: 11395(12) | Category: 0640/CONSTRUCTION | ||||||||
0103 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $5,000.00 | $0.00 | $3,750.00 | |
0104 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $22,345.00 | $0.00 | $22,345.00 | |
0105 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $285,000.00 | $0.00 | $285,000.00 | |
0106 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $42,001.00 | $0.00 | $31,500.75 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $342,595.75 | ||||||||
Fed/State Project Number: NH-STIM(008) | Project: 11395(12) | Category: 0850/Non ARRA Funding | ||||||||
8000 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 19,215.000 | 19,418.000 | $5.28 | $0.00 | $102,527.04 | |
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $102,527.04 | ||||||||
Subtotals For Project NH-STIM(008) /11395(12) | $229,728.44 | $6,456,183.74 |