Contract ID: | 090226 | Estimate Number: | 0027 | Contract No: | 411113 | |||
Residency: | ANTLERS (02100) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | NH-STIM(009) | ||||||||||||
Primary Job Piece No: | 20249(11) | ||||||||||||
Contract Description: | GRADE, DRAIN AND SURFACE SH-3: BEGIN EAST OF NS-406, EXTEND EAST. PROJECT LENGTH = 1.820 | ||||||||||||
Primary County: | PUSHMATAHA | ||||||||||||
Name of Road: | SH-3 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 03/24/2009 | NTP Effective Date: | 04/27/2009 | Pay Period: | 07/16/2010 TO 07/31/2010 |
Date Awarded: | 03/30/2009 | Date Work Began: | 04/27/2009 | Original Contract Time: | 210 |
Date Contract Executed: | 04/13/2009 | Date Time Stopped: | Current Time Charged: | 461.00 | |
Date NTP Issued: | 04/14/2009 | Completion Date: | Current Time Allowed: | 468.00 | |
General Liability Expires: | 09/01/2010 | Workman's Comp Expires: | 01/01/2011 | Percent Time Used: | 98.50 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $4,271,543.87 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,242,665.84 | Participating: | $4,019,421.02 | $3,972,200.38 | $47,220.64 | ||
Percent Complete: | 96.77 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $137,928.93 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $109,050.90 | Total Earnings: | $4,019,421.02 | $3,972,200.38 | $47,220.64 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $4,019,421.02 | $3,972,200.38 | $47,220.64 | ||||
Other Adjustments: | $114,193.92 | $114,193.92 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $-6,000.00 | $6,000.00 | ||||
TOTAL: | $4,133,614.94 | $4,080,394.30 | $53,220.64 |
Contract ID: | 090226 | Estimate Number: | 0027 | Primary JP: | 20249(11) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Replace SP 108-STIM01(a-f)99 with current version | Approved | 05/05/2009 | 0.0 | $0.00 |
002 | Add time to Contract | Approved | 06/04/2010 | 23.0 | $0.00 |
003 | SMOOTHNESS BONUS | Approved | 06/29/2010 | 0.0 | $28,878.03 |
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 | 0026 | -6.0 | $1,000.00 | $-6,000.00 |
System Application of Liquidated Damages | 0027 | --6.0 | $1,000.00 | $6,000.00 |
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 |
20249(11) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $4,011.66 |
20249(11) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 0.00 | $0.00 | $10,108.10 |
20249(11) | 0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $7,168.44 |
20249(11) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 0.00 | $0.00 | $17,141.82 |
20249(11) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0022 | 0.00 | $0.00 | $10,528.08 |
20249(11) | 0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $6,592.12 |
20249(11) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $4,595.25 |
20249(11) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $15,842.38 |
20249(11) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0025 | 0.00 | $0.00 | $19,402.04 |
20249(11) | 0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0026 | 0.00 | $0.00 | $13,568.77 |
20249(11) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 0.00 | $0.00 | $3,176.98 |
20249(11) | 0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 0.00 | $0.00 | $2,058.28 | Subtotals For Line Item Adjustments | $114,193.92 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 090226 | Estimate Number: | 0027 | Primary JP: | 20249(11) | |||
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(009) | Project: 20249(11) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $14,650.00 | $0.00 | $14,650.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 118,033.000 | 118,033.000 | 118,033.000 | $3.75 | $0.00 | $442,623.75 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 3,003.000 | 3,003.000 | 0.000 | $7.10 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $22,220.00 | $0.00 | $22,220.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 2,490.000 | 2,490.000 | 729.000 | $3.05 | $0.00 | $2,223.45 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 8.000 | 8.000 | 0.000 | $303.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 1,000.000 | 1,000.000 | 1,162.000 | $9.10 | $0.00 | $10,574.20 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 84,834.000 | 84,834.000 | 87,612.292 | $1.67 | $0.00 | $146,312.53 | |
0009 | WATERING | 230(F) 2812 | MGAL | 3,394.000 | 3,394.000 | 1,116.675 | $8.08 | $0.00 | $9,022.73 | |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 34.740 | 34.740 | 0.000 | $202.00 | $0.00 | $0.00 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 34.740 | 34.740 | 0.000 | $101.00 | $0.00 | $0.00 | |
0012 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 9.370 | 9.370 | 9.000 | $990.00 | $0.00 | $8,910.00 | |
0013 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 1.760 | 1.760 | 0.000 | 0.230 | $618.00 | $0.00 | $139.05 |
0014 | (PL)ROCK FILTER DAM, TYPE 1 | 235(A) 0100 | CY | 27.000 | 27.000 | 0.000 | $90.90 | $0.00 | $0.00 | |
0015 | MOWING | 241 2832 | AC | 34.740 | 34.740 | 0.000 | $101.00 | $0.00 | $0.00 | |
0016 | AGGREGATE BASE | 303 0192 | CY | 12,223.000 | 12,223.000 | 0.000 | 19,001.400 | $31.55 | $0.00 | $599,494.16 |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 53,594.000 | 53,594.000 | 57,528.100 | $1.33 | $0.00 | $76,512.38 | |
0018 | (SP)MODIFIED SUBGRADE | 327(J) 4290 | SY | 58,593.000 | 58,593.000 | 0.000 | $3.85 | $0.00 | $0.00 | |
0019 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 5,150.750 | 5,150.750 | 715.840 | 6,956.790 | $15.25 | $10,916.56 | $106,091.07 |
0020 | TACK COAT | 407 0250 | GAL | 4,876.000 | 4,876.000 | 8,790.000 | $3.45 | $0.00 | $30,325.51 | |
0021 | PRIME COAT | 408 5774 | GAL | 19,546.000 | 19,546.000 | 6,179.040 | $4.26 | $0.00 | $26,322.71 | |
0022 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 5,415.000 | 5,415.000 | 0.000 | 4,791.140 | $67.20 | $0.00 | $321,964.61 |
0023 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 11,532.000 | 11,532.000 | 0.000 | 8,369.820 | $59.50 | $0.00 | $498,004.29 |
0024 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 7,185.000 | 7,185.000 | 0.000 | 10,032.780 | $69.30 | $0.00 | $695,271.66 |
0025 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 2,117.000 | 2,117.000 | 977.750 | $61.05 | $0.00 | $59,691.64 | |
0026 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 18,040.000 | 18,040.000 | 14,902.000 | 14,902.000 | $0.25 | $3,725.50 | $3,725.50 |
0027 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 203.000 | 203.000 | 318.080 | $25.25 | $0.00 | $8,031.52 | |
0028 | CLASS AA CONCRETE | 509(A) 0319 | CY | 474.450 | 474.450 | 374.190 | $333.30 | $0.00 | $124,717.53 | |
0029 | CLASS C CONCRETE | 509(D) 0325 | CY | 832.510 | 832.510 | 873.434 | $257.55 | $0.00 | $224,952.92 | |
0030 | REINFORCING STEEL | 511(A) 0332 | LB | 60,994.140 | 60,994.140 | 50,294.900 | $0.74 | $0.00 | $37,218.23 | |
0031 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 280.000 | 280.000 | 1,354.180 | $54.90 | $0.00 | $74,344.48 | |
0032 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 3.000 | 0.000 | $3,030.00 | $0.00 | $0.00 | |
0033 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 10.000 | 10.000 | 0.000 | $135.00 | $0.00 | $0.00 | |
0034 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 3.000 | 3.000 | 0.000 | $455.00 | $0.00 | $0.00 | |
0035 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 8.000 | 8.000 | 8.000 | $2,225.00 | $0.00 | $17,800.00 | |
0036 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 614.000 | 614.000 | 0.000 | 588.000 | $26.80 | $0.00 | $15,758.40 |
0037 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 78.000 | 78.000 | 80.000 | $36.00 | $0.00 | $2,880.00 | |
0038 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 168.000 | 168.000 | 196.000 | $63.30 | $0.00 | $12,406.80 | |
0039 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 26.000 | 26.000 | 18.000 | $1,010.00 | $0.00 | $18,180.00 | |
0040 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 6.000 | 6.000 | 4.000 | $1,162.00 | $0.00 | $4,648.00 | |
0041 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 2,173.000 | 2,173.000 | 973.000 | $18.30 | $0.00 | $17,805.90 | |
0042 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 302.000 | 302.000 | 80.000 | $22.40 | $0.00 | $1,792.00 | |
0043 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 133.000 | 133.000 | 0.000 | $19.45 | $0.00 | $0.00 | |
0044 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 7.000 | 7.000 | 7.000 | $430.00 | $0.00 | $3,010.00 | |
0045 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $520.00 | $0.00 | $520.00 | |
0046 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 1.000 | 1.000 | 3.000 | $565.00 | $0.00 | $1,695.00 | |
0047 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1092 | LF | 682.000 | 682.000 | 347.000 | $7.50 | $0.00 | $2,602.50 | |
0048 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1097 | LF | 227.000 | 227.000 | 60.000 | $7.50 | $0.00 | $450.00 | |
0049 | PIPE UNDERDRAIN COVER MAT'L. | 613(R) 1100 | CY | 204.000 | 204.000 | 91.430 | $35.35 | $0.00 | $3,232.05 | |
0050 | TRENCH EXCAVATION | 613(S) 1180 | CY | 359.000 | 359.000 | 712.450 | $25.25 | $0.00 | $17,989.36 | |
0051 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 172.000 | 172.000 | 358.080 | $30.30 | $0.00 | $10,849.82 | |
0052 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $15,150.00 | $0.00 | $15,150.00 | |
0053 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 3.000 | 3.000 | 2.000 | $505.00 | $0.00 | $1,010.00 | |
0054 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 19,862.000 | 19,862.000 | 17,672.780 | $1.05 | $0.00 | $18,556.41 | |
0055 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,632.000 | 2,632.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
0056 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 1.000 | 1.000 | 1.000 | $75.75 | $0.00 | $75.75 | |
0057 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $177.00 | $0.00 | $177.00 | |
0058 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 4.000 | $35.35 | $0.00 | $141.40 | |
0059 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 2.000 | 2.000 | 0.000 | $25.25 | $0.00 | $0.00 | |
0060 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 3.000 | 3.000 | 0.000 | $606.00 | $0.00 | $0.00 | |
8000 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 0.000 | $28,878.03 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $14,642.06 | $3,710,074.31 | ||||||||
Fed/State Project Number: NH-STIM(009) | Project: 20249(11) | Category: 0300/TRAFFIC CONTROL | ||||||||
0061 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 9,000.000 | 9,000.000 | 0.000 | $0.40 | $0.00 | $0.00 | |
0062 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 2,320.000 | 2,320.000 | 2,088.000 | $0.40 | $0.00 | $835.20 | |
0063 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,000.000 | 2,000.000 | 0.000 | $0.40 | $0.00 | $0.00 | |
0064 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 10,965.000 | 10,965.000 | 48.000 | 4,410.000 | $0.20 | $9.60 | $882.00 |
0065 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 12,495.000 | 12,495.000 | 124.000 | 9,124.000 | $0.25 | $31.00 | $2,281.00 |
0066 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,315.000 | 3,315.000 | 56.000 | 5,777.000 | $3.05 | $170.80 | $17,619.85 |
0067 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 11,985.000 | 11,985.000 | 100.000 | 7,407.000 | $0.30 | $30.00 | $2,222.10 |
0068 | WING BARRICADES | 880(C) 8848 | SD | 1,020.000 | 1,020.000 | 16.000 | 1,796.000 | $0.51 | $8.16 | $915.96 |
0069 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 27,285.000 | 27,285.000 | 48.000 | 4,468.000 | $0.05 | $2.40 | $223.40 |
0070 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 42,330.000 | 42,330.000 | 0.000 | $0.05 | $0.00 | $0.00 | |
0071 | DRUMS | 880(F) 8878 | SD | 42,330.000 | 42,330.000 | 128.000 | 3,792.000 | $0.10 | $12.80 | $379.20 |
0072 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 30.000 | 30.000 | 0.000 | $50.50 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $264.76 | $25,358.71 | ||||||||
Fed/State Project Number: NH-STIM(009) | Project: 20249(11) | Category: 0301/SIGNING AND STRIPING | ||||||||
0073 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.430 | 2.430 | 3.000 | 3.000 | $303.00 | $909.00 | $909.00 |
0074 | REINFORCING STEEL | 804(B) 2916 | LB | 48.000 | 48.000 | 96.000 | 96.000 | $3.05 | $292.80 | $292.80 |
0075 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 250.420 | 250.420 | 111.500 | 277.820 | $14.15 | $1,577.73 | $3,931.16 |
0076 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 29.000 | 29.000 | 50.000 | 50.000 | $35.35 | $1,767.50 | $1,767.50 |
0077 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 185.000 | 185.000 | 150.000 | 216.000 | $8.10 | $1,215.00 | $1,749.60 |
0078 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 237.500 | 237.500 | 11.000 | 235.000 | $8.10 | $89.10 | $1,903.50 |
0079 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 43,600.000 | 43,600.000 | 51,528.000 | 51,528.000 | $0.45 | $23,187.60 | $23,187.60 |
0080 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 12,000.000 | 12,000.000 | 2,627.000 | 2,627.000 | $0.67 | $1,760.09 | $1,760.09 |
0081 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 12.000 | 12.000 | 12.000 | 12.000 | $126.25 | $1,515.00 | $1,515.00 |
Subtotals For Category 0301/SIGNING AND STRIPING | $32,313.82 | $37,016.25 | ||||||||
Fed/State Project Number: NH-STIM(009) | Project: 20249(11) | Category: 0600/STAKING | ||||||||
0082 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $31,965.00 | $0.00 | $30,366.75 | |
Subtotals For Category 0600/STAKING | $0.00 | $30,366.75 | ||||||||
Fed/State Project Number: NH-STIM(009) | Project: 20249(11) | Category: 0640/CONSTRUCTION | ||||||||
0083 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.000 | $2,575.00 | $0.00 | $0.00 | |
0084 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $4,605.00 | $0.00 | $4,605.00 | |
0085 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $160,000.00 | $0.00 | $160,000.00 | |
0086 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $52,000.00 | $0.00 | $52,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $216,605.00 | ||||||||
Subtotals For Project NH-STIM(009) /20249(11) | $47,220.64 | $4,019,421.02 |