Contract ID: | 090110 | Estimate Number: | 0020 | Contract No: | 411202 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 400500 | |||
Project Number(s): | NH-STIM(240)SS | ||||||||||||
Primary Job Piece No: | 17126(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND EROSION CONTROL US-183: FROM 2.8 MILES SOUTHWEST OF SH-152, EXTEND NORTHEAST. PROJECT LENGTH = 2.489 MILES. | ||||||||||||
Primary County: | WASHITA | ||||||||||||
Name of Road: | US-183 | ||||||||||||
Prime Contractor: | VENTURE CORPORATION DBA V. C. O. PAVING | ||||||||||||
P. O. BOX 1486 | |||||||||||||
GREAT BEND , KS 67530 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 04/23/2009 | NTP Effective Date: | 08/03/2009 | Pay Period: | 08/01/2010 TO 08/15/2010 |
Date Awarded: | 04/27/2009 | Date Work Began: | 08/03/2009 | Original Contract Time: | 170 |
Date Contract Executed: | 05/13/2009 | Date Time Stopped: | 08/16/2010 | Current Time Charged: | 378.00 |
Date NTP Issued: | 07/02/2009 | Completion Date: | 08/16/2010 | Current Time Allowed: | 379.00 |
General Liability Expires: | 03/26/2012 | Workman's Comp Expires: | 03/26/2012 | Percent Time Used: | 99.74 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $5,476,140.44 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,316,736.48 | Participating: | $5,178,097.82 | $5,126,151.68 | $51,946.14 | ||
Percent Complete: | 100 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $0.00 | Non ARRA: | $300,202.63 | $300,202.51 | $0.12 | ||
Unearned Balance: | $-159,403.96 | Total Earnings: | $5,478,300.45 | $5,426,354.19 | $51,946.26 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $5,478,300.45 | $5,426,354.19 | $51,946.26 | ||||
Other Adjustments: | $-2,160.01 | $39,464.73 | $-41,624.74 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $5,476,140.44 | $5,465,818.92 | $10,321.52 |
Contract ID: | 090110 | Estimate Number: | 0020 | Primary JP: | 17126(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add lime mod. subgrade | Approved | 01/11/2010 | 20.0 | $80,206.00 |
002 | Binder and Smoothness adjustments | Approved | 08/11/2010 | 0.0 | $80,551.96 |
003 | Final Quantity Change Order | Approved | 07/06/2011 | 0.0 | $-1,354.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17126(04) | 0041 | Stockpiled Material Initial Payment | 0008 | $11,193.00 | |
17126(04) | 0041 | Stockpiled Material Closure | 0016 | $-11,193.00 | |
17126(04) | 0042 | Stockpiled Material Initial Payment | 0008 | $3,048.00 | |
17126(04) | 0042 | Stockpiled Material Adjustment | 0016 | $-3,048.00 | |
17126(04) | 0043 | Stockpiled Material Initial Payment | 0008 | $5,800.00 | |
17126(04) | 0043 | Stockpiled Material Adjustment | 0016 | $-5,800.00 | |
17126(04) | 0048 | REBAR-GR60 | Stockpiled Material Adjustment | 0006 | $-5,016.60 |
17126(04) | 0048 | REBAR-GR60 | Stockpiled Material Adjustment | 0004 | $-9,951.73 |
17126(04) | 0048 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $14,968.33 |
17126(04) | 0055 | REBAR-GR60 | Stockpiled Material Adjustment | 0006 | $-9,926.50 |
17126(04) | 0055 | REBAR-GR60 | Stockpiled Material Initial Payment | 0003 | $15,520.96 |
17126(04) | 0055 | REBAR-GR60 | Stockpiled Material Adjustment | 0007 | $-5,594.46 | 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 |
Withhold to Funds Avail(Prog. Est. Only) | 0020 | $-0.01 | Subtotals For Contract Adjustments | $-0.01 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17126(04) | 0010 | MULCH SODDING | * Material Discrepancy Adjustments | 0018 | -10,015.10 | $1.40 | $-14,021.14 |
17126(04) | 0010 | MULCH SODDING | * Material Discrepancy Adjustments | 0019 | 10,015.10 | $1.40 | $14,021.14 |
17126(04) | 0016 | TACK COAT | * Material Discrepancy Adjustments | 0018 | -5.00 | $2.25 | $-11.25 |
17126(04) | 0016 | TACK COAT | * Material Discrepancy Adjustments | 0019 | 5.00 | $2.25 | $11.25 |
17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0015 | -2,160.00 | $1.00 | $-2,160.00 |
17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $13,653.72 |
17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $15,578.66 |
17126(04) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * Material Discrepancy Adjustments | 0020 | -41,624.74 | $1.00 | $-41,624.74 |
17126(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $913.88 |
17126(04) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $11,478.48 |
17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0018 | -0.77 | $4.00 | $-3.08 |
17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0019 | 1.03 | $0.65 | $0.67 |
17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0019 | 0.77 | $4.00 | $3.08 |
17126(04) | 0040 | REMOVAL OF ASPHALT PAVEMENT | * Material Discrepancy Adjustments | 0020 | -1.03 | $0.65 | $-0.67 |
17126(04) | 0048 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0018 | -1.03 | $0.65 | $-0.68 |
17126(04) | 0048 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0020 | 1.03 | $0.65 | $0.68 |
17126(04) | 0109 | (SP)CONTRACTORS QUALITY CONTROL | * Material Discrepancy Adjustments | 0018 | -0.10 | $95,000.00 | $-9,500.00 |
17126(04) | 0109 | (SP)CONTRACTORS QUALITY CONTROL | * Material Discrepancy Adjustments | 0019 | 0.10 | $95,000.00 | $9,500.00 |
17126(04) | 8001 | (SP)LIME MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0018 | -9.94 | $3.96 | $-39.36 |
17126(04) | 8001 | (SP)LIME MODIFIED SUBGRADE | * Material Discrepancy Adjustments | 0019 | 9.94 | $3.96 | $39.36 | Subtotals For Line Item Adjustments | $-2,160.00 | * = 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: | 090110 | Estimate Number: | 0020 | Primary JP: | 17126(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: NH-STIM(240)SS | Project: 17126(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $60,000.00 | $0.00 | $60,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 36,320.000 | 72,813.740 | 1,351.610 | 72,813.740 | $5.35 | $7,231.11 | $389,553.50 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 10,379.000 | 17,506.600 | 0.000 | 17,506.600 | $5.10 | $0.00 | $89,283.66 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 3.500 | 3.500 | 3.500 | $1,500.00 | $0.00 | $5,250.00 | |
0006 | TEMPORARY BALE BARRIER | 222 2801 | LF | 700.000 | 0.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT FENCE | 223 2801 | LF | 5,660.000 | 7,523.000 | 7,523.000 | $3.15 | $0.00 | $23,697.45 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 924.000 | 707.000 | 707.000 | $9.00 | $0.00 | $6,363.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 15,027.000 | 11,570.200 | 0.000 | 11,570.200 | $1.77 | $0.00 | $20,479.25 |
0010 | MULCH SODDING | 230(B) 2807 | SY | 100,258.000 | 118,943.100 | 0.000 | 118,943.100 | $1.40 | $0.00 | $166,520.34 |
0011 | SEEDING METHOD B | 232(B) 2814 | AC | 20.770 | 20.770 | 20.770 | $300.00 | $0.00 | $6,231.00 | |
0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 41.490 | 31.000 | 31.000 | $400.00 | $0.00 | $12,400.00 | |
0013 | MOWING | 241 2832 | AC | 84.000 | 26.970 | 0.010 | 26.970 | $51.00 | $0.51 | $1,375.47 |
0014 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 47,333.000 | 0.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 117.000 | 131.470 | -1.000 | 131.470 | $50.00 | $-50.00 | $6,573.50 |
0016 | TACK COAT | 407 0250 | GAL | 11,724.000 | 12,755.000 | 12,755.000 | $2.25 | $0.00 | $28,698.75 | |
0017 | PRIME COAT | 408 5774 | GAL | 7,102.000 | 0.000 | 0.000 | $4.25 | $0.00 | $0.00 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 7,154.000 | 4,983.570 | 4,983.570 | $56.00 | $0.00 | $279,079.92 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 24,610.000 | 23,242.640 | 23,242.640 | $52.00 | $0.00 | $1,208,617.28 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 7,962.000 | 13,617.560 | 0.000 | 13,617.560 | $60.00 | $0.00 | $817,053.60 |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 15,063.000 | 5,296.610 | 5,296.610 | $52.00 | $0.00 | $275,423.72 | |
0022 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 26,291.000 | 23,234.000 | 23,234.000 | $0.35 | $0.00 | $8,131.90 | |
0023 | COLD MILLING PAVEMENT | 417 5267 | SY | 2,361.000 | 2,911.000 | 2,911.000 | $8.00 | $0.00 | $23,288.00 | |
0024 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 6,386.000 | 0.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0025 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 45.000 | 45.000 | 45.000 | $12.00 | $0.00 | $540.00 | |
0026 | CLASS A CONCRETE | 509(B) 0321 | CY | 134.400 | 134.400 | 134.400 | $430.00 | $0.00 | $57,792.00 | |
0027 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 18.900 | 18.900 | 18.900 | $430.00 | $0.00 | $8,127.00 | |
0028 | CLASS C CONCRETE | 509(D) 0325 | CY | 59.200 | 0.000 | 0.000 | $425.00 | $0.00 | $0.00 | |
0029 | REINFORCING STEEL | 511(A) 0332 | LB | 20,645.000 | 20,645.000 | 20,645.000 | $0.65 | $0.00 | $13,419.26 | |
0030 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 126.000 | 60.000 | 0.000 | 60.000 | $75.00 | $0.00 | $4,500.00 |
0031 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 104.000 | 112.000 | 0.000 | 112.000 | $85.00 | $0.00 | $9,520.00 |
0032 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 5.000 | 4.000 | 4.000 | $580.00 | $0.00 | $2,320.00 | |
0033 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 4.000 | 5.000 | 5.000 | $675.00 | $0.00 | $3,375.00 | |
0034 | TYPE DD4 CULVERT END TREATMENT | 613(CC) 7194 | EA | 2.000 | 2.000 | 2.000 | $2,100.00 | $0.00 | $4,200.00 | |
0035 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 48.000 | 72.000 | 72.000 | $30.00 | $0.00 | $2,160.00 | |
0036 | 57" X 38" CORR. GALV. STEEL PIPE ARCH | 613(D) 4532 | LF | 148.000 | 148.000 | 148.000 | $52.00 | $0.00 | $7,696.00 | |
0037 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 925.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0038 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 325.000 | 0.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 5,711.000 | 2,363.760 | -0.010 | 2,363.760 | $4.00 | $-0.04 | $9,455.04 |
0041 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 1,296.000 | 1,296.000 | 1,296.000 | $13.00 | $0.00 | $16,848.00 | |
0042 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 4.000 | 4.000 | 4.000 | $1,250.00 | $0.00 | $5,000.00 | |
0043 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 4.000 | 4.000 | 4.000 | $1,975.00 | $0.00 | $7,900.00 | |
0044 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,794.000 | 1,955.050 | 0.000 | 1,955.050 | $3.50 | $0.00 | $6,842.68 |
8002 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $41,624.74 | $41,624.74 | $41,624.74 |
8003 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $38,927.22 | $0.00 | $38,927.22 | |
8004 | DEDUCTION FOR FAILING MATERIAL | 105 2100 | LSUM | 0.000 | 1.000 | 0.000 | $-2,160.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $48,806.32 | $3,793,267.28 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0200/BRIDGE Z | ||||||||
0045 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,700.000 | 1,700.000 | 1,700.000 | $4.00 | $0.00 | $6,800.00 | |
0046 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 155.000 | 155.000 | 155.000 | $10.00 | $0.00 | $1,550.00 | |
0047 | CLASS AA CONCRETE | 509(A) 1326 | CY | 290.000 | 290.000 | -7.130 | 290.000 | $320.00 | $-2,281.60 | $92,800.00 |
0048 | REINFORCING STEEL | 511(A) 1332 | LB | 88,330.000 | 90,717.710 | 0.001 | 90,717.710 | $0.65 | $0.00 | $58,966.52 |
0049 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 120.000 | 241.650 | 241.650 | $36.00 | $0.00 | $8,699.40 | |
0050 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 39.000 | 71.320 | -2.000 | 71.320 | $30.00 | $-60.00 | $2,139.60 |
0051 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
Subtotals For Category 0200/BRIDGE Z | $-2,341.60 | $192,955.52 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0201/BRIDGE AA | ||||||||
0052 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 1,900.000 | 1,900.000 | 0.000 | 1,900.000 | $4.00 | $0.00 | $7,600.00 |
0053 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 160.000 | 160.000 | 160.000 | $10.00 | $0.00 | $1,600.00 | |
0054 | CLASS AA CONCRETE | 509(A) 1326 | CY | 338.000 | 338.000 | 14.770 | 338.000 | $320.00 | $4,726.40 | $108,160.00 |
0055 | REINFORCING STEEL | 511(A) 1332 | LB | 88,105.000 | 88,875.600 | 0.600 | 88,875.600 | $0.65 | $0.39 | $57,769.13 |
0056 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 135.000 | 260.860 | 260.860 | $36.00 | $0.00 | $9,390.96 | |
0057 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 43.000 | 72.660 | 72.660 | $30.00 | $0.00 | $2,179.80 | |
0058 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $22,000.00 | $0.00 | $22,000.00 | |
Subtotals For Category 0201/BRIDGE AA | $4,726.79 | $208,699.89 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0202/BRIDGE BB | ||||||||
0059 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 50.000 | 50.000 | 0.000 | 50.000 | $20.00 | $0.00 | $1,000.00 |
0060 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 50.000 | 0.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0061 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 106.000 | 106.000 | 106.000 | $20.00 | $0.00 | $2,120.00 | |
0062 | GRANULAR BACKFILL | 501(F) 6352 | CY | 116.000 | 116.000 | 0.000 | 116.000 | $45.00 | $0.00 | $5,220.00 |
0063 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 400.000 | 400.000 | 400.000 | $220.00 | $0.00 | $88,000.00 | |
0064 | CONCRETE RAIL (TR4) | 504(E) 6245 | LF | 288.000 | 288.000 | 0.000 | 288.000 | $70.00 | $0.00 | $20,160.00 |
0065 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,488.000 | 1,488.000 | -109.000 | 1,488.000 | $3.00 | $-327.00 | $4,464.00 |
0066 | CLASS AA CONCRETE | 509(A) 1326 | CY | 117.000 | 117.000 | 117.000 | $550.00 | $0.00 | $64,350.00 | |
0067 | CLASS A CONCRETE | 509(B) 1328 | CY | 45.000 | 45.000 | 45.000 | $600.00 | $0.00 | $27,000.00 | |
0068 | (PL)MECHANICAL SPLICES | 511 6306 | EA | 656.000 | 656.000 | 656.000 | $20.00 | $0.00 | $13,120.00 | |
0069 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 41,083.000 | 41,083.000 | -0.660 | 41,083.000 | $1.10 | $-0.73 | $45,191.29 |
0070 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 744.000 | 744.000 | 744.000 | $35.00 | $0.00 | $26,040.01 | |
0071 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 744.000 | 719.670 | 0.001 | 719.670 | $15.00 | $0.02 | $10,795.06 |
0072 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 520.000 | 520.000 | 520.000 | $4.00 | $0.00 | $2,080.00 | |
0073 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 204.000 | 204.000 | 204.000 | $10.00 | $0.00 | $2,040.00 | |
0074 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 64.000 | 64.000 | 64.000 | $300.00 | $0.00 | $19,200.00 | |
0075 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 8.000 | 8.000 | 8.000 | $800.00 | $0.00 | $6,400.00 | |
0076 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 836.000 | 847.280 | 847.280 | $40.00 | $0.00 | $33,891.20 | |
0077 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 224.000 | 232.860 | 232.860 | $40.00 | $0.00 | $9,314.40 | |
0078 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 29.000 | 60.000 | 0.000 | 60.000 | $50.00 | $0.00 | $3,000.00 |
0079 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 40.000 | 88.000 | 0.000 | 88.000 | $50.00 | $0.00 | $4,400.00 |
0080 | (PL)REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 1.000 | $30,000.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0202/BRIDGE BB | $-327.71 | $417,785.96 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0081 | PRECAST CONCRETE MEDIAN BARRIER, PORTABLE TYPE | 627(E) 4314 | LF | 760.000 | 769.000 | 769.000 | $50.00 | $0.00 | $38,450.00 | |
0082 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 65,250.000 | 94,006.000 | 94,006.000 | $0.10 | $0.00 | $9,400.60 | |
0083 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 2,600.000 | 4,594.000 | 4,594.000 | $0.60 | $0.00 | $2,756.40 | |
0084 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 8,500.000 | 868.000 | 868.000 | $0.32 | $0.00 | $277.76 | |
0085 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 57,900.000 | 26,913.000 | 26,913.000 | $0.05 | $0.00 | $1,345.65 | |
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 11,610.000 | 4,491.000 | 4,491.000 | $0.02 | $0.00 | $89.82 | |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 4,860.000 | 4,428.000 | 4,428.000 | $0.04 | $0.00 | $177.12 | |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 11,610.000 | 10,341.000 | 10,341.000 | $0.05 | $0.00 | $517.05 | |
0089 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 2,700.000 | 0.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0090 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,240.000 | 1,015.000 | 1,015.000 | $0.02 | $0.00 | $20.30 | |
0091 | WING BARRICADES | 880(C) 8848 | SD | 1,620.000 | 813.000 | 813.000 | $0.03 | $0.00 | $24.39 | |
0092 | VERTICAL PANELS | 880(D) 8854 | SD | 90,450.000 | 23,792.000 | 23,792.000 | $0.02 | $0.00 | $475.84 | |
0093 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 18,090.000 | 29,695.000 | 29,695.000 | $0.02 | $0.00 | $593.90 | |
0094 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 126,090.000 | 14,814.000 | 14,814.000 | $0.02 | $0.00 | $296.28 | |
0095 | DRUMS | 880(F) 8878 | SD | 35,640.000 | 19,786.000 | 19,786.000 | $0.02 | $0.00 | $395.72 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $54,820.83 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
0096 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 301.000 | 321.210 | 321.210 | $20.00 | $0.00 | $6,424.20 | |
0097 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 455.000 | 702.000 | 702.000 | $23.00 | $0.00 | $16,146.00 | |
0098 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 63,705.000 | 66,936.500 | 1,804.000 | 66,936.500 | $0.60 | $1,082.40 | $40,161.90 |
0099 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,242.000 | 1,287.600 | -0.100 | 1,287.600 | $0.61 | $-0.06 | $785.44 |
0100 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 186.000 | 140.000 | 140.000 | $1.72 | $0.00 | $240.80 | |
0101 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $115.00 | $0.00 | $230.00 | |
0102 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 1.000 | 1.000 | 1.000 | $200.00 | $0.00 | $200.00 | |
0103 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 1.000 | 1.000 | 1.000 | $800.00 | $0.00 | $800.00 | |
0104 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 14.000 | 14.000 | 14.000 | $20.00 | $0.00 | $280.00 | |
0105 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 3.000 | 3.000 | 3.000 | $100.00 | $0.00 | $300.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $1,082.34 | $65,568.34 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0600/STAKING | ||||||||
0106 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $50,000.00 | $0.00 | $50,000.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $50,000.00 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0640/CONSTRUCTION | ||||||||
0107 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0108 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $275,000.00 | $0.00 | $275,000.00 | |
0109 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $395,000.00 | ||||||||
Fed/State Project Number: NH-STIM(240)SS | Project: 17126(04) | Category: 0850/Non ARRA Funding | ||||||||
8000 | (SP)LIME | 327(D) 4230 | TON | 0.000 | 526.440 | 0.000 | 526.440 | $171.50 | $0.00 | $90,284.46 |
8001 | (SP)LIME MODIFIED SUBGRADE | 327(I) 4280 | SY | 0.000 | 53,009.640 | 0.030 | 53,009.640 | $3.96 | $0.12 | $209,918.17 |
Subtotals For Category 0850/Non ARRA Funding | $0.12 | $300,202.63 | ||||||||
Subtotals For Project NH-STIM(240)SS /17126(04) | $51,946.26 | $5,478,300.45 |