Contract ID: | 100412 | Estimate Number: | 0020 | Contract No: | 610190 | |||
Residency: | BUFFALO (06100) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | NHY-017N(055) | ||||||||||||
Primary Job Piece No: | 17457(12) | ||||||||||||
Contract Description: | GRADE, DRAIN AND SURFACE US-183/US-270/SH-3: FROM THE SH-50 JUNCTION, EXTEND SOUTHEAST. PROJECT LENGTH = 3.183 MILES. | ||||||||||||
Primary County: | WOODWARD | ||||||||||||
Name of Road: | US-270/US-183/SH-3 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 06/17/2010 | NTP Effective Date: | 11/01/2010 | Pay Period: | 07/16/2011 TO 07/31/2011 |
Date Awarded: | 07/06/2010 | Date Work Began: | 10/11/2010 | Original Contract Time: | 300 |
Date Contract Executed: | 07/15/2010 | Date Time Stopped: | Current Time Charged: | 294.00 | |
Date NTP Issued: | 07/20/2010 | Completion Date: | Current Time Allowed: | 340.00 | |
General Liability Expires: | 09/01/2011 | Workman's Comp Expires: | 01/01/2012 | Percent Time Used: | 86.47 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $9,194,079.29 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $9,179,854.29 | Participating: | $4,321,066.32 | $4,222,610.85 | $98,455.47 | ||
Percent Complete: | 50.56 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $4,545,985.25 | Total Earnings: | $4,321,066.32 | $4,222,610.85 | $98,455.47 | ||
Unearned Balance: | $4,531,760.25 | Stockpiled Materials: | $302,394.57 | $302,394.57 | $0.00 | ||
Gross Earnings: | $4,623,460.89 | $4,525,005.42 | $98,455.47 | ||||
Other Adjustments: | $24,633.15 | $24,633.15 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $4,648,094.04 | $4,549,638.57 | $98,455.47 |
Contract ID: | 100412 | Estimate Number: | 0020 | Primary JP: | 17457(12) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Fence Removal and Vertical Panels | Approved | 03/30/2011 | 0.0 | $9,425.00 |
002 | Adds pay item Type E4 CET's | Approved | 07/26/2011 | 0.0 | $4,800.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17457(12) | 0018 | ASCO MIXS37628OK(IA) | Stockpiled Material Initial Payment | 0014 | $79,543.56 |
17457(12) | 0018 | ASCO MIXS37628OK(IA) | Stockpiled Material Adjustment | 0014 | $-79,543.56 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0014 | $-43,467.41 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0018 | $-25,229.10 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0015 | $-17,414.81 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Initial Payment | 0014 | $578,363.10 |
17457(12) | 0019 | ASCO MIXS36422OK(IA) | Stockpiled Material Adjustment | 0019 | $-235,543.78 |
17457(12) | 0020 | ASCO MIXS47628OK(IA) | Stockpiled Material Initial Payment | 0014 | $45,686.57 |
17457(12) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0003 | $-12,775.06 |
17457(12) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Initial Payment | 0003 | $14,579.92 |
17457(12) | 0027 | RSTL FABS (AML)(IA) | Stockpiled Material Adjustment | 0004 | $-1,804.86 | Subtotals For Stockpile Payments | $302,394.57 |
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 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0014 | 5,119.88 | $-0.43 | $-2,230.99 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0018 | 245.36 | $2.32 | $570.65 |
17457(12) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0019 | 3,387.84 | $2.32 | $7,879.27 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 2,561.99 | $-1.38 | $-3,537.47 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 9,979.61 | $-0.43 | $-4,348.62 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 1,982.55 | $-0.43 | $-863.90 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 1,150.70 | $2.32 | $2,676.24 |
17457(12) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 10,743.16 | $2.32 | $24,985.90 |
17457(12) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 999.86 | $-0.49 | $-497.93 | Subtotals For Line Item Adjustments | $24,633.15 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100412 | Estimate Number: | 0020 | Primary JP: | 17457(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: NHY-017N(055) | Project: 17457(12) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.600 | $15,225.00 | $0.00 | $9,135.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 242,035.000 | 242,035.000 | 5,745.000 | 133,931.400 | $2.54 | $14,592.30 | $340,185.76 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 23,196.000 | 23,196.000 | 0.000 | 23,196.000 | $2.55 | $0.00 | $59,149.80 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.600 | $45,675.00 | $0.00 | $27,405.00 |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 5,784.000 | 5,784.000 | 4,120.000 | $2.03 | $0.00 | $8,363.60 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 10.000 | 10.000 | 0.000 | $152.25 | $0.00 | $0.00 | |
0007 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 1.000 | 1.000 | 1.000 | $812.00 | $0.00 | $812.00 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,452.000 | 1,452.000 | 1,554.000 | $6.10 | $0.00 | $9,479.40 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 299,936.000 | 299,936.000 | 0.000 | 71,963.000 | $1.35 | $0.00 | $97,150.05 |
0010 | WATERING | 230(F) 2812 | MGAL | 11,997.000 | 11,997.000 | 730.000 | 5,072.000 | $8.15 | $5,949.50 | $41,336.80 |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 124.000 | 124.000 | 17.560 | $101.50 | $0.00 | $1,782.34 | |
0012 | MOWING | 241 2832 | AC | 124.000 | 124.000 | 53.990 | $101.50 | $0.00 | $5,479.99 | |
0013 | (SP)FLY ASH | 327(A) 4200 | TON | 10,139.000 | 10,139.000 | 3,927.730 | $52.70 | $0.00 | $206,991.38 | |
0014 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 148,220.000 | 148,220.000 | 0.000 | 78,747.000 | $2.18 | $0.00 | $171,668.46 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 425.000 | 425.000 | 0.000 | 749.010 | $31.05 | $0.00 | $23,256.75 |
0016 | TACK COAT | 407 0250 | GAL | 65,994.000 | 65,994.000 | 6,725.000 | $2.41 | $0.00 | $16,207.25 | |
0017 | PRIME COAT | 408 5774 | GAL | 32,055.000 | 32,055.000 | 11,711.050 | $4.95 | $0.00 | $57,969.71 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 16,435.000 | 16,435.000 | 8,753.080 | $63.75 | $0.00 | $558,008.85 | |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 52,453.000 | 52,453.000 | 27,212.300 | $52.89 | $0.00 | $1,439,258.54 | |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 12,963.000 | 12,963.000 | 0.000 | $68.75 | $0.00 | $0.00 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 5,452.000 | 5,452.000 | 0.000 | 1,474.790 | $55.37 | $0.00 | $81,659.12 |
0022 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 66,586.000 | 66,586.000 | 0.000 | $0.10 | $0.00 | $0.00 | |
0023 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 1,494.000 | 1,494.000 | 1,134.070 | $10.15 | $0.00 | $11,510.81 | |
0024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,662.000 | 1,662.000 | 0.000 | 1,182.630 | $345.10 | $0.00 | $408,125.62 |
0025 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 1.260 | 1.260 | 0.000 | $1,015.00 | $0.00 | $0.00 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 72.000 | 72.000 | 0.000 | 99.000 | $208.10 | $0.00 | $20,601.90 |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 242,824.000 | 242,824.000 | 174,707.900 | $0.71 | $0.00 | $124,042.61 | |
0028 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 1,190.000 | 1,190.000 | 0.000 | 585.050 | $41.55 | $0.00 | $24,308.82 |
0029 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 10.000 | 10.000 | 0.000 | 2.000 | $604.00 | $0.00 | $1,208.00 |
0030 | JUNCTION BOXES | 611(J) 0487 | CF | 40.000 | 40.000 | 0.000 | $101.50 | $0.00 | $0.00 | |
0031 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 250.000 | 250.000 | 0.000 | 64.000 | $33.55 | $0.00 | $2,147.20 |
0032 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 348.000 | 348.000 | 80.000 | 300.000 | $40.70 | $3,256.00 | $12,210.00 |
0033 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 456.000 | 456.000 | 128.000 | 408.000 | $66.90 | $8,563.20 | $27,295.20 |
0034 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 176.000 | 176.000 | 88.000 | 176.000 | $99.80 | $8,782.40 | $17,564.80 |
0035 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(B) 4495 | LF | 200.000 | 200.000 | 200.000 | $55.75 | $0.00 | $11,150.00 | |
0036 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(B) 4498 | LF | 204.000 | 204.000 | 88.000 | 200.000 | $97.15 | $8,549.20 | $19,430.00 |
0037 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 2.000 | 2.000 | 0.000 | $903.35 | $0.00 | $0.00 | |
0038 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 2.000 | 2.000 | 0.000 | $1,014.00 | $0.00 | $0.00 | |
0039 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 2.000 | 2.000 | 0.000 | $1,030.25 | $0.00 | $0.00 | |
0040 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 2.000 | 2.000 | 0.000 | 1.000 | $912.50 | $0.00 | $912.50 |
0041 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 6.000 | 6.000 | 0.000 | 1.000 | $964.25 | $0.00 | $964.25 |
0042 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $1,827.00 | $0.00 | $1,827.00 |
0043 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 2.000 | 2.000 | 0.000 | $2,283.75 | $0.00 | $0.00 | |
0044 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 158.000 | 158.000 | 0.000 | $31.75 | $0.00 | $0.00 | |
0045 | 36" CORR. GALV. STEEL PIPE | 613(D) 0692 | LF | 166.000 | 166.000 | 0.000 | $48.95 | $0.00 | $0.00 | |
0046 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 76.000 | 76.000 | 0.000 | $26.70 | $0.00 | $0.00 | |
0047 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 3.000 | 3.000 | 0.000 | $1,369.30 | $0.00 | $0.00 | |
0048 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 17.000 | 17.000 | 1.000 | 15.000 | $888.15 | $888.15 | $13,322.25 |
0049 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 79,069.000 | 79,069.000 | 5,852.000 | 17,560.600 | $1.62 | $9,480.24 | $28,448.18 |
0050 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 5.000 | 5.000 | 3.000 | 3.000 | $1,015.00 | $3,045.00 | $3,045.00 |
0051 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 880.000 | 880.000 | 1,180.000 | 1,180.000 | $6.50 | $7,670.00 | $7,670.00 |
0052 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 180.000 | 180.000 | 80.000 | 120.000 | $4.10 | $328.00 | $492.00 |
0053 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 13,681.000 | 13,681.000 | 11,969.000 | $3.12 | $0.00 | $37,343.28 | |
8001 | REMOVAL OF FENCE | 619(B) 4725 | LF | 0.000 | 2,000.000 | 691.000 | $2.80 | $0.00 | $1,934.80 | |
8003 | TYPE E4 CULVERT END TREATMENT | 613(CC) 7190 | EA | 0.000 | 3.000 | 1.000 | 1.000 | $1,600.00 | $1,600.00 | $1,600.00 |
Subtotals For Category 0100/ROADWAY | $72,703.99 | $3,932,454.02 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0300/TRAFFIC TEMPORARY | ||||||||
0054 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 67,000.000 | 67,000.000 | 20,702.000 | 86,820.000 | $0.08 | $1,656.16 | $6,945.60 |
0055 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 4,500.000 | 4,500.000 | 66.000 | $0.75 | $0.00 | $49.50 | |
0056 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,000.000 | 1,000.000 | 1,120.000 | 4,685.000 | $0.51 | $571.20 | $2,389.35 |
0057 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,760.000 | 5,760.000 | 608.000 | 5,447.000 | $0.20 | $121.60 | $1,089.40 |
0058 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,640.000 | 2,640.000 | 310.000 | 3,503.000 | $0.36 | $111.60 | $1,261.08 |
0059 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 5,760.000 | 5,760.000 | 504.000 | 6,765.000 | $1.02 | $514.08 | $6,900.30 |
0060 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 6,120.000 | 6,120.000 | 304.000 | 3,155.000 | $0.51 | $155.04 | $1,609.05 |
0061 | BARRICADES(TYPE III) | 880(C) 8845 | EA | 3.000 | 3.000 | 0.000 | $1,268.75 | $0.00 | $0.00 | |
0062 | WING BARRICADES | 880(C) 8848 | SD | 600.000 | 600.000 | 64.000 | 1,176.000 | $1.02 | $65.28 | $1,199.52 |
0063 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 1,800.000 | 1,800.000 | 624.000 | 16,427.000 | $0.51 | $318.24 | $8,377.77 |
0064 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 12,060.000 | 12,060.000 | 860.000 | 12,547.000 | $0.12 | $103.20 | $1,505.64 |
0065 | DRUMS | 880(F) 8878 | SD | 25,500.000 | 25,500.000 | 624.000 | 7,554.000 | $0.15 | $93.60 | $1,133.10 |
0066 | CHANNELIZER CONES | 880(G) 8890 | SD | 37,200.000 | 37,200.000 | 332.000 | 1,170.000 | $0.15 | $49.80 | $175.50 |
0067 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 1.000 | 1.000 | 1.000 | $1,522.50 | $0.00 | $1,522.50 | |
8002 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 25,500.000 | 282.000 | 16,639.000 | $0.15 | $42.30 | $2,495.85 |
Subtotals For Category 0300/TRAFFIC TEMPORARY | $3,802.10 | $36,654.16 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0301/TRAFFIC PERMANENT | ||||||||
0068 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 418.100 | 418.100 | 0.000 | $12.20 | $0.00 | $0.00 | |
0069 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 646.000 | 646.000 | 0.000 | $8.15 | $0.00 | $0.00 | |
0070 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 24.000 | 24.000 | 0.000 | $117.74 | $0.00 | $0.00 | |
0071 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 81,585.000 | 81,585.000 | 0.000 | $0.39 | $0.00 | $0.00 | |
0072 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(24" WIDE) | 854(C) 8555 | LF | 250.000 | 250.000 | 0.000 | $6.39 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC PERMANENT | $0.00 | $0.00 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0600/STAKING | ||||||||
0073 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $41,615.00 | $10,403.75 | $31,211.25 |
Subtotals For Category 0600/STAKING | $10,403.75 | $31,211.25 | ||||||||
Fed/State Project Number: NHY-017N(055) | Project: 17457(12) | Category: 0640/CONSTRUCTION | ||||||||
0074 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $5,582.50 | $1,395.63 | $4,186.89 |
0075 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.850 | $336,600.00 | $0.00 | $286,110.00 | |
0076 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $40,600.00 | $10,150.00 | $30,450.00 |
Subtotals For Category 0640/CONSTRUCTION | $11,545.63 | $320,746.89 | ||||||||
Subtotals For Project NHY-017N(055) /17457(12) | $98,455.47 | $4,321,066.32 |