Contract ID: | 110237 | Estimate Number: | 0024 | Contract No: | 611327 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | NHY-021N(051) | ||||||||||||
Primary Job Piece No: | 20298(07) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE SH-7: FROM 2.88 MILES WEST OF THE SH-65 JUNCTION, EXTEND EAST. PROJECT LENGTH = 2.882 MILES. | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | SH-7 | ||||||||||||
Prime Contractor: | SHERWOOD CONSTRUCTION CO., INC. | ||||||||||||
P.O. BOX 10 | |||||||||||||
CATOOSA , OK 74015-0010 | |||||||||||||
Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
Date Let: | 04/14/2011 | NTP Effective Date: | 09/06/2011 | Pay Period: | 09/01/2012 TO 03/31/2013 |
Date Awarded: | 05/02/2011 | Date Work Began: | 09/06/2011 | Original Contract Time: | 210 |
Date Contract Executed: | 05/12/2011 | Date Time Stopped: | Current Time Charged: | 292.00 | |
Date NTP Issued: | 05/19/2011 | Completion Date: | Current Time Allowed: | 229.00 | |
General Liability Expires: | 01/01/2014 | Workman's Comp Expires: | 01/01/2014 | Percent Time Used: | 127.51 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $5,893,347.18 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,893,347.18 | Participating: | $5,726,868.01 | $5,720,053.72 | $6,814.29 | ||
Percent Complete: | 96.17 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $225,987.56 | Total Earnings: | $5,726,868.01 | $5,720,053.72 | $6,814.29 | ||
Unearned Balance: | $225,987.56 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $5,726,868.01 | $5,720,053.72 | $6,814.29 | ||||
Other Adjustments: | $3,491.61 | $3,491.61 | $0.00 | ||||
Liq Dam/Disincentive: | $-63,000.00 | $-82,000.00 | $19,000.00 | ||||
TOTAL: | $5,667,359.62 | $5,641,545.33 | $25,814.29 |
Contract ID: | 110237 | Estimate Number: | 0024 | Primary JP: | 20298(07) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Corrects Error in Pay Item Note | Approved | 03/26/2012 | 0.0 | $0.00 |
002 | Corrects an Administrative Error Found on T&D's # 3,4,5,6 | Approved | 01/23/2013 | 19.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0016 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0017 | --12 | $1,000.00 | $-12,000.00 |
System Application of Liquidated Damages | 0018 | --14 | $1,000.00 | $-14,000.00 |
System Application of Liquidated Damages | 0019 | --9.0 | $1,000.00 | $-9,000.00 |
System Application of Liquidated Damages | 0020 | --19 | $1,000.00 | $-19,000.00 |
System Application of Liquidated Damages | 0021 | --15 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0022 | --1.0 | $1,000.00 | $-1,000.00 |
System Application of Liquidated Damages | 0024 | -19.0 | $1,000.00 | $19,000.00 | Subtotals For Liquidated Damages | $-63,000.00 |
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 |
20298(07) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0001 | -10.00 | $1.31 | $-13.10 |
20298(07) | 0005 | TEMPORARY SILT FENCE | * Missing Material Certification | 0002 | -1,552.00 | $1.31 | $-2,033.12 |
20298(07) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0003 | 1,562.00 | $1.31 | $2,046.22 |
20298(07) | 0013 | LIME | * Missing Material Certification | 0002 | -51.00 | $170.32 | $-8,686.32 |
20298(07) | 0013 | LIME | * Missing Material Certification | 0012 | 51.00 | $170.32 | $8,686.32 |
20298(07) | 0021 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 462.13 | $4.45 | $2,059.83 |
20298(07) | 0021 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 66.00 | $4.66 | $308.04 |
20298(07) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 188.36 | $5.09 | $959.51 |
20298(07) | 0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 30.79 | $5.33 | $164.23 |
20298(07) | 0045 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | * Missing Material Certification | 0001 | -390.00 | $35.68 | $-13,915.20 |
20298(07) | 0045 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | * Missing Material Certification | 0002 | -480.00 | $35.68 | $-17,126.40 |
20298(07) | 0045 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | * Material Discrepancy Adjustments | 0003 | 870.00 | $35.68 | $31,041.60 |
20298(07) | 0076 | DELIVER PORTABLE LONGITUDINAL BARRIER | * SUBSTANDARD ITEM | 0003 | -83.20 | $27.20 | $-2,263.04 |
20298(07) | 0076 | DELIVER PORTABLE LONGITUDINAL BARRIER | * SUBSTANDARD ITEM | 0017 | 83.20 | $27.20 | $2,263.04 | Subtotals For Line Item Adjustments | $3,491.61 | * = 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: | 110237 | Estimate Number: | 0024 | Primary JP: | 20298(07) | |||
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-021N(051) | Project: 20298(07) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $8,312.19 | $0.00 | $8,312.19 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 21,213.000 | 21,213.000 | 16,090.400 | $4.01 | $0.00 | $64,522.50 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 76,925.000 | 76,925.000 | 76,854.810 | $4.01 | $0.00 | $308,187.79 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.850 | $20,595.27 | $0.00 | $17,505.97 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,950.000 | 1,950.000 | 6,093.000 | $1.31 | $0.00 | $7,981.83 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 6.000 | 6.000 | 0.000 | $193.22 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 574.000 | 574.000 | 392.000 | $6.65 | $0.00 | $2,606.80 | |
0008 | TEMPORARY ROCK FILTER DAM TYPE 4 | 221(G) 0153 | CY | 6.000 | 6.000 | 0.000 | $84.34 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 137,193.000 | 137,193.000 | 166,880.000 | $1.11 | $0.00 | $185,236.80 | |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 29.000 | 29.000 | 0.000 | $360.38 | $0.00 | $0.00 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 29.000 | 29.000 | 0.000 | $271.67 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 58.000 | 58.000 | 0.000 | $54.33 | $0.00 | $0.00 | |
0013 | LIME | 307(D) 4230 | TON | 2,708.000 | 2,708.000 | 1,952.010 | $170.32 | $0.00 | $332,466.34 | |
0014 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 84,223.000 | 84,223.000 | 87,736.990 | $1.67 | $0.00 | $146,520.78 | |
0015 | CEMENT TREATED BASE | 317 4270 | SY | 83,455.000 | 83,455.000 | 81,466.360 | $9.01 | $0.00 | $734,011.90 | |
0016 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 1,001.000 | 1,001.000 | 876.710 | $16.21 | $0.00 | $14,211.47 | |
0017 | FOG SEAL | 407(A) 4659 | GAL | 112.000 | 112.000 | 120.000 | $22.18 | $0.00 | $2,661.60 | |
0018 | TACK COAT | 407(B) 0250 | GAL | 75.000 | 75.000 | 114.150 | $11.09 | $0.00 | $1,265.92 | |
0019 | PRIME COAT | 408 5774 | GAL | 41,868.000 | 41,868.000 | 45,302.000 | $6.65 | $0.00 | $301,258.30 | |
0020 | FABRIC REINFORCEMENT | 409(A) 4242 | SY | 84,040.000 | 84,040.000 | 86,230.610 | $0.86 | $0.00 | $74,158.33 | |
0021 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 426.000 | 426.000 | 528.130 | $138.62 | $0.00 | $73,209.38 | |
0022 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 166.000 | 166.000 | 0.000 | 219.150 | $166.34 | $0.00 | $36,453.41 |
0023 | COLD MILLING PAVEMENT | 412 5267 | SY | 6,706.000 | 6,706.000 | 6,705.560 | $1.15 | $0.00 | $7,711.39 | |
0024 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 31,339.000 | 31,339.000 | 29,458.710 | $5.52 | $0.00 | $162,612.07 | |
0025 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 46,367.000 | 46,367.000 | 51,187.420 | $10.19 | $0.00 | $521,599.80 | |
0026 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 18,247.000 | 18,247.000 | 0.000 | 19,939.580 | $83.10 | $0.00 | $1,656,979.10 |
0027 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 174.000 | 174.000 | 139.490 | $5.46 | $0.00 | $761.62 | |
0028 | CLASS AA CONCRETE | 509(A) 1326 | CY | 810.000 | 810.000 | 392.275 | $430.44 | $0.00 | $168,850.85 | |
0029 | CLASS C CONCRETE | 509(D) 0325 | CY | 494.000 | 494.000 | 502.011 | $258.92 | $0.00 | $129,980.68 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 56,323.000 | 56,323.000 | 55,442.781 | $0.87 | $0.00 | $48,235.22 | |
0031 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 569.000 | 569.000 | 353.680 | $29.57 | $0.00 | $10,458.32 | |
0032 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 157.000 | 157.000 | 167.580 | $20.20 | $0.00 | $3,385.11 | |
0033 | INLET CDI RCB DES. 4 | 611(G) 5390 | EA | 1.000 | 1.000 | 1.000 | $2,719.87 | $0.00 | $2,719.87 | |
0034 | INLET CDI RCB DES. 5 | 611(G) 5391 | EA | 1.000 | 1.000 | 1.000 | $3,170.98 | $0.00 | $3,170.98 | |
0035 | INLET CDI RCB DES. 10 | 611(G) 5396 | EA | 1.000 | 1.000 | 1.000 | $5,106.07 | $0.00 | $5,106.07 | |
0036 | INLET CDI RCB DES. 11 | 611(G) 5397 | EA | 1.000 | 1.000 | 1.000 | $6,193.23 | $0.00 | $6,193.23 | |
0037 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 1.000 | 1.000 | 1.000 | $979.49 | $0.00 | $979.49 | |
0038 | ADD'L DEPTH IN INLET CDI RCB DES. 4 | 611(H) 5539 | VF | 3.000 | 3.000 | 2.740 | $228.88 | $0.00 | $627.13 | |
0039 | ADD'L DEPTH IN INLET CDI RCB DES. 11 | 611(H) 5546 | VF | 3.000 | 3.000 | 2.150 | $486.36 | $0.00 | $1,045.67 | |
0040 | ADD'L DEPTH IN INLET CDI RCP DES. 10 | 611(H) 5798 | VF | 3.000 | 3.000 | 2.070 | $411.98 | $0.00 | $852.80 | |
0041 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 100.000 | 100.000 | 0.000 | 86.000 | $63.01 | $0.00 | $5,418.86 |
0042 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 140.000 | 140.000 | 200.000 | $84.00 | $0.00 | $16,800.00 | |
0043 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 224.000 | 224.000 | 64.000 | $33.91 | $0.00 | $2,170.24 | |
0044 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 64.000 | 64.000 | 64.000 | $45.72 | $0.00 | $2,926.08 | |
0045 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 1,656.000 | 1,656.000 | 2,484.000 | $35.68 | $0.00 | $88,629.12 | |
0046 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 1.000 | 1.000 | 1.000 | $654.77 | $0.00 | $654.77 | |
0047 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 3.000 | 3.000 | 3.000 | $632.10 | $0.00 | $1,896.30 | |
0048 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 1.000 | 1.000 | 1.000 | $706.07 | $0.00 | $706.07 | |
0049 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 17.000 | 17.000 | 21.000 | $917.13 | $0.00 | $19,259.73 | |
0050 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 1.000 | 1.000 | 1.000 | $1,176.90 | $0.00 | $1,176.90 | |
0051 | SPECIAL END SECTION OF 22" X 13" RCP ARCH | 613(O) 4800 | EA | 2.000 | 2.000 | 2.000 | $810.91 | $0.00 | $1,621.82 | |
0052 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $11,451.94 | $0.00 | $11,451.94 | |
0053 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 9.000 | 9.000 | 9.000 | $1,310.99 | $0.00 | $11,798.91 | |
0054 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 23,897.000 | 23,897.000 | 21,091.670 | $1.81 | $0.00 | $38,175.92 | |
0055 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 29,871.000 | 29,871.000 | 26,424.850 | $2.28 | $0.00 | $60,248.65 | |
0056 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 550.000 | 550.000 | 550.000 | $3.28 | $0.00 | $1,804.00 | |
0057 | SAWING PAVEMENT | 619(C) 0924 | LF | 4,945.000 | 4,945.000 | 6,077.000 | $1.86 | $0.00 | $11,303.22 | |
0058 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 1.000 | $2,906.02 | $0.00 | $2,906.02 | |
0059 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 0.000 | $114.63 | $0.00 | $0.00 | |
0060 | MAILBOX | 629(C) 4960 | EA | 1.000 | 1.000 | 0.000 | $28.66 | $0.00 | $0.00 | |
0061 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 1.000 | 1.000 | 0.000 | $11.46 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $5,320,789.26 | ||||||||
Fed/State Project Number: NHY-021N(051) | Project: 20298(07) | Category: 0300/TRAFFIC SIGNING AND STRIPING | ||||||||
0062 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 0.720 | 0.720 | 0.000 | $573.16 | $0.00 | $0.00 | |
0063 | REINFORCING STEEL | 804(B) 2916 | LB | 130.000 | 130.000 | 0.000 | $2.29 | $0.00 | $0.00 | |
0064 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 803.400 | 803.400 | 793.220 | $12.61 | $0.00 | $10,002.50 | |
0065 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 35.050 | 35.050 | 23.500 | 23.500 | $22.93 | $538.86 | $538.86 |
0066 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 1,378.000 | 1,378.000 | 1,168.000 | $8.02 | $0.00 | $9,367.36 | |
0067 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 58.000 | 58.000 | 56.000 | $8.02 | $0.00 | $449.12 | |
0068 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 78,080.000 | 78,080.000 | 44,594.000 | $0.69 | $0.00 | $30,769.86 | |
0069 | TRAFFIC STRIPE(PLASTIC)(6" WIDE) | 855(A) 8813 | LF | 10,680.000 | 10,680.000 | 9,516.000 | $0.92 | $0.00 | $8,754.72 | |
0070 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 60.000 | 60.000 | 40.000 | $97.44 | $0.00 | $3,897.60 | |
Subtotals For Category 0300/TRAFFIC SIGNING AND STRIPING | $538.86 | $63,780.02 | ||||||||
Fed/State Project Number: NHY-021N(051) | Project: 20298(07) | Category: 0301/TRAFFIC CONTROL | ||||||||
0071 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 63,000.000 | 63,000.000 | 47,763.000 | $0.11 | $0.00 | $5,253.93 | |
0072 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 2,000.000 | 2,000.000 | 122.000 | $0.86 | $0.00 | $104.92 | |
0073 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 63,000.000 | 63,000.000 | 49,188.000 | $0.23 | $0.00 | $11,313.24 | |
0074 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 420.000 | 420.000 | 415.000 | $28.66 | $0.00 | $11,893.90 | |
0075 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 420.000 | 420.000 | 0.000 | $5.73 | $0.00 | $0.00 | |
0076 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 2,050.000 | 2,050.000 | 1,725.000 | $27.20 | $0.00 | $46,920.00 | |
0077 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 16,800.000 | 16,800.000 | 15,048.000 | $0.29 | $0.00 | $4,363.92 | |
0078 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 420.000 | 420.000 | 488.000 | $5.73 | $0.00 | $2,796.24 | |
0079 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 7,140.000 | 7,140.000 | 11,991.000 | $1.15 | $0.00 | $13,789.65 | |
0080 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 27,300.000 | 27,300.000 | 12,775.000 | $0.29 | $0.00 | $3,704.75 | |
0081 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 23,940.000 | 23,940.000 | 8,638.000 | $0.29 | $0.00 | $2,505.02 | |
0082 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 25,620.000 | 25,620.000 | 7,790.000 | $0.29 | $0.00 | $2,259.10 | |
0083 | WING BARRICADES | 880(C) 8848 | SD | 840.000 | 840.000 | 976.000 | $2.29 | $0.00 | $2,235.04 | |
0084 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 78,330.000 | 78,330.000 | 20,216.000 | $0.09 | $0.00 | $1,819.44 | |
0085 | DRUMS | 880(F) 8878 | SD | 21,000.000 | 21,000.000 | 23,905.000 | $0.29 | $0.00 | $6,932.45 | |
0086 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 32,550.000 | 32,550.000 | 45,739.000 | $0.29 | $0.00 | $13,264.31 | |
0087 | CHANNELIZER CONES | 880(G) 8890 | SD | 63,000.000 | 63,000.000 | 39,290.000 | $0.11 | $0.00 | $4,321.90 | |
0088 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 420.000 | 420.000 | 0.000 | $34.39 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC CONTROL | $0.00 | $133,477.81 | ||||||||
Fed/State Project Number: NHY-021N(051) | Project: 20298(07) | Category: 0600/STAKING | ||||||||
0089 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $27,963.08 | $5,592.62 | $26,564.93 |
Subtotals For Category 0600/STAKING | $5,592.62 | $26,564.93 | ||||||||
Fed/State Project Number: NHY-021N(051) | Project: 20298(07) | Category: 0640/CONSTRUCTION | ||||||||
0090 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $2,731.22 | $682.81 | $2,731.23 |
0091 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $2,731.22 | $0.00 | $2,731.22 | |
0092 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $176,793.54 | $0.00 | $176,793.54 | |
Subtotals For Category 0640/CONSTRUCTION | $682.81 | $182,255.99 | ||||||||
Subtotals For Project NHY-021N(051) /20298(07) | $6,814.29 | $5,726,868.01 |