| Contract ID: | 100392 | Estimate Number: | 0030 | Contract No: | 610164 | |||
| Residency: | COBB ENGINEERING CO., INC. (04003) | Estimate Type: | Progressive | Account No: | 400450 | |||
| Project Number(s): | STP-STIM(517)AG | ||||||||||||
| Primary Job Piece No: | 21978(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE CITY STREET (POST ROAD): FROM S.E. 15TH ST., EXTEND NORTH IN MIDWEST CITY. PROJECT LENGTH = 0.871 MILES. | ||||||||||||
| Primary County: | OKLAHOMA | ||||||||||||
| Name of Road: | CITY STREET | ||||||||||||
| Prime Contractor: | MARKWELL PAVING COMPANY, INC. | ||||||||||||
| P.O. BOX 82005 | |||||||||||||
| OKLAHOMA CITY , OK 73148 | |||||||||||||
| Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
| Date Let: | 06/17/2010 | NTP Effective Date: | 10/04/2010 | Pay Period: | 01/01/2012 TO 01/15/2012 |
| Date Awarded: | 07/06/2010 | Date Work Began: | 10/04/2010 | Original Contract Time: | 280 |
| Date Contract Executed: | 07/15/2010 | Date Time Stopped: | Current Time Charged: | 469.00 | |
| Date NTP Issued: | 07/16/2010 | Completion Date: | Current Time Allowed: | 455.00 | |
| General Liability Expires: | 04/01/2012 | Workman's Comp Expires: | 04/01/2012 | Percent Time Used: | 103.08 % |
| Specification Year: | 1999 | Date Approved: | |||
| Current Contract Amount: | $3,254,108.41 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,206,824.41 | Participating: | $3,093,024.05 | $3,068,074.95 | $24,949.10 | ||
| Percent Complete: | 96.76 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
| Funds Available: | $105,372.01 | Non ARRA: | $26,674.24 | $20,734.24 | $5,940.00 | ||
| Unearned Balance: | $58,088.01 | Total Earnings: | $3,119,698.29 | $3,088,809.19 | $30,889.10 | ||
| Stockpiled Materials: | $13,668.60 | $13,668.60 | $0.00 | ||||
| Gross Earnings: | $3,133,366.89 | $3,102,477.79 | $30,889.10 | ||||
| Other Adjustments: | $29,369.51 | $29,369.51 | $0.00 | ||||
| Liq Dam/Disincentive: | $-14,000.00 | $-25,000.00 | $11,000.00 | ||||
| TOTAL: | $3,148,736.40 | $3,106,847.30 | $41,889.10 | ||||
| Contract ID: | 100392 | Estimate Number: | 0030 | Primary JP: | 21978(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Revise Method of Measurement for Earthwork Items | Approved | 08/09/2011 | 0.0 | $0.00 |
| 002 | New Items Resulting from Plan Revisions and Utility Delays | Approved | 08/18/2011 | 66.0 | $25,090.00 |
| 003 | Add Barrier Wall and Attenuators for Modified Sequencing | Approved | 08/29/2011 | 28.0 | $22,194.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| 21978(04) | 0010 | Bio Barrier | Stockpiled Material Initial Payment | 0010 | $24,852.00 |
| 21978(04) | 0010 | Bio Barrier | Stockpiled Material Adjustment | 0026 | $-3,727.80 |
| 21978(04) | 0010 | Bio Barrier | Stockpiled Material Adjustment | 0024 | $-2,485.20 |
| 21978(04) | 0010 | Bio Barrier | Stockpiled Material Adjustment | 0023 | $-4,970.40 | Subtotals For Stockpile Payments | $13,668.60 |
| LIQUIDATED DAMAGES HISTORY | ||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
| System Application of Liquidated Damages | 0028 | -9.0 | $1,000.00 | $-9,000.00 |
| System Application of Liquidated Damages | 0029 | -16.0 | $1,000.00 | $-16,000.00 |
| System Application of Liquidated Damages | 0030 | --11 | $1,000.00 | $11,000.00 |
| 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 |
| 21978(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 1,091.90 | $2.32 | $2,539.49 |
| 21978(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0023 | 1,349.44 | $2.32 | $3,138.46 |
| 21978(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0024 | 39.89 | $2.11 | $84.40 |
| 21978(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0026 | 978.77 | $1.38 | $1,351.44 |
| 21978(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0027 | 1,035.13 | $1.38 | $1,429.26 |
| 21978(04) | 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0028 | 847.51 | $1.38 | $1,170.20 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 756.93 | $2.32 | $1,760.43 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 303.48 | $2.32 | $705.82 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 894.65 | $2.32 | $2,080.73 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0023 | 1,035.30 | $2.32 | $2,407.85 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 47.97 | $2.11 | $101.49 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 1,988.21 | $2.11 | $4,206.56 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0026 | 216.98 | $1.38 | $299.60 |
| 21978(04) | 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0027 | 204.82 | $1.38 | $282.81 |
| 21978(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 24.20 | $2.65 | $64.32 |
| 21978(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0028 | 1,670.00 | $1.57 | $2,635.26 |
| 21978(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 3,239.16 | $1.57 | $5,111.39 | Subtotals For Line Item Adjustments | $29,369.51 |
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
| No milestones exist for this contract. | |||||||||
| Contract ID: | 100392 | Estimate Number: | 0030 | Primary JP: | 21978(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: STP-STIM(517)AG | Project: 21978(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
| 0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 2,389.000 | 2,389.000 | 2,389.000 | $7.00 | $0.00 | $16,723.00 | |
| 0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 10,800.000 | 10,915.000 | 10,915.000 | $10.00 | $0.00 | $109,150.00 | |
| 0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 1.000 | $27,000.00 | $0.00 | $27,000.00 |
| 0005 | TEMPORARY BALE BARRIER | 222 2801 | LF | 182.000 | 182.000 | 0.000 | $5.40 | $0.00 | $0.00 | |
| 0006 | TEMPORARY SILT FENCE | 223 2801 | LF | 8,444.000 | 8,444.000 | 9,600.400 | $1.45 | $0.00 | $13,920.59 | |
| 0007 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 45.000 | 45.000 | 0.000 | $54.00 | $0.00 | $0.00 | |
| 0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 107.000 | 107.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
| 0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,810.000 | 20,810.000 | 5,470.510 | 8,323.850 | $1.56 | $8,534.00 | $12,985.21 |
| 0010 | (PL)LANDSCAPING | 231(G) 4500 | LSUM | 1.000 | 1.000 | 0.450 | $98,500.00 | $0.00 | $44,325.00 | |
| 0011 | MOWING | 241 2832 | AC | 4.300 | 4.300 | 0.000 | $110.00 | $0.00 | $0.00 | |
| 0012 | (SP)FLY ASH | 327(A) 4200 | TON | 1,858.000 | 1,858.000 | 1,851.090 | $60.00 | $0.00 | $111,065.40 | |
| 0013 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 34,405.000 | 34,405.000 | 36,477.030 | $2.40 | $0.00 | $87,544.88 | |
| 0014 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 7,051.000 | 7,051.000 | 2,049.480 | $23.00 | $0.00 | $47,138.04 | |
| 0015 | TACK COAT | 407 0250 | GAL | 5,319.000 | 5,319.000 | 0.000 | 3,435.500 | $2.00 | $0.00 | $6,871.00 |
| 0016 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 4,620.000 | 4,620.000 | 5,342.640 | $65.00 | $0.00 | $347,271.60 | |
| 0017 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 6,128.000 | 6,128.000 | 5,458.820 | $58.75 | $0.00 | $320,705.70 | |
| 0018 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 3,518.000 | 3,518.000 | 0.000 | 4,933.360 | $75.25 | $0.00 | $371,235.34 |
| 0019 | 6" H.E.S. CONCRETE PAVEMENT | 414(B) 0288 | SY | 3,752.000 | 3,752.000 | 3,763.040 | $37.50 | $0.00 | $141,114.01 | |
| 0020 | COLD MILLING BITUMINOUS PAVEMENT | 417 4267 | SY | 10,275.000 | 10,275.000 | 5,898.040 | $0.75 | $0.00 | $4,423.54 | |
| 0021 | (PL)FOG SEAL | 417 4659 | GAL | 644.000 | 644.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
| 0022 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 15.000 | 15.000 | 10.720 | $470.00 | $0.00 | $5,038.40 | |
| 0023 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | 10.250 | $325.00 | $0.00 | $3,331.25 |
| 0024 | 1'-8" COMB. CURB & GUTTER (8" BARRIER-NOTCHED) | 609(B) 0388 | LF | 4,896.000 | 4,896.000 | 4,758.000 | $11.00 | $0.00 | $52,338.00 | |
| 0025 | 2'-8" COMB. CURB & GUTTER (8" BARRIER-NOTCHED) | 609(B) 0396 | LF | 13,959.000 | 13,959.000 | 9,793.000 | $12.00 | $0.00 | $117,516.00 | |
| 0026 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 2,508.000 | 2,508.000 | 0.000 | 2,588.870 | $50.00 | $0.00 | $129,443.50 |
| 0027 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,871.000 | 1,871.000 | 0.000 | 3,596.430 | $50.00 | $0.00 | $179,821.50 |
| 0028 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 200.000 | 200.000 | 260.000 | $20.00 | $0.00 | $5,200.00 | |
| 0029 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 2.000 | 2.000 | 4.000 | $1,690.00 | $0.00 | $6,760.00 | |
| 0030 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 8.000 | 8.000 | 10.000 | $280.00 | $0.00 | $2,800.00 | |
| 0031 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 51.000 | 51.000 | 51.000 | $1,858.00 | $0.00 | $94,758.00 | |
| 0032 | INLET CDI 42" RCP | 611(E) 5708 | EA | 2.000 | 2.000 | 2.000 | $2,673.00 | $0.00 | $5,346.00 | |
| 0033 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 290.000 | 290.000 | 290.000 | $275.00 | $0.00 | $79,750.00 | |
| 0034 | JUNCTION BOXES | 611(J) 0487 | CF | 191.000 | 191.000 | 235.460 | $79.00 | $0.00 | $18,601.34 | |
| 0035 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 290.000 | 290.000 | 290.000 | $152.50 | $0.00 | $44,225.00 | |
| 0036 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 5,630.000 | 5,630.000 | 0.000 | 5,630.000 | $28.90 | $0.00 | $162,707.00 |
| 0037 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,602.000 | 1,602.000 | 1,409.000 | $39.05 | $0.00 | $55,021.45 | |
| 0038 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 1,409.000 | 1,409.000 | 370.000 | $49.40 | $0.00 | $18,278.00 | |
| 0039 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 190.000 | 190.000 | 190.000 | $75.00 | $0.00 | $14,250.00 | |
| 0040 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 298.000 | 298.000 | 298.000 | $97.15 | $0.00 | $28,950.70 | |
| 0041 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(B) 4499 | LF | 212.000 | 212.000 | 98.000 | $119.75 | $0.00 | $11,735.50 | |
| 0042 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 1.000 | 1.000 | 2.000 | $2,975.00 | $0.00 | $5,950.00 | |
| 0043 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 1.000 | $2,975.00 | $0.00 | $2,975.00 | |
| 0044 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $7,300.00 | $0.00 | $7,300.00 | |
| 0045 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 4.000 | 4.000 | 4.000 | $2,865.00 | $0.00 | $11,460.00 | |
| 0046 | REMOVAL OF FENCE | 619(B) 4725 | LF | 2,028.000 | 2,028.000 | 301.100 | $1.35 | $0.00 | $406.49 | |
| 0047 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 806.000 | 806.000 | 1,681.000 | $10.00 | $0.00 | $16,810.00 | |
| 0048 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 2,256.000 | 2,256.000 | 1,998.150 | $5.00 | $0.00 | $9,990.75 | |
| 0049 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 23,826.000 | 23,826.000 | 24,631.580 | $1.50 | $0.00 | $36,947.39 | |
| 0050 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 3.000 | 3.000 | 3.000 | $810.00 | $0.00 | $2,430.00 | |
| 0051 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,937.000 | 1,937.000 | 2,339.920 | $2.00 | $0.00 | $4,679.84 | |
| 0052 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 967.000 | 967.000 | 0.000 | $4.10 | $0.00 | $0.00 | |
| 0053 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(D) 4288 | LF | 778.000 | 778.000 | 0.000 | $8.60 | $0.00 | $0.00 | |
| 0054 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 27.000 | 27.000 | 0.000 | $59.50 | $0.00 | $0.00 | |
| 0055 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 0.000 | $92.00 | $0.00 | $0.00 | |
| 0056 | MAILBOX | 629(C) 4960 | EA | 29.000 | 29.000 | 0.000 | $21.75 | $0.00 | $0.00 | |
| 0057 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 29.000 | 29.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
| Subtotals For Category 0100/ROADWAY | $8,534.00 | $2,816,294.42 | ||||||||
| Fed/State Project Number: STP-STIM(517)AG | Project: 21978(04) | Category: 0200/BRIDGE | ||||||||
| 0058 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 746.000 | 746.000 | 746.000 | $7.30 | $0.00 | $5,445.80 | |
| 0059 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 57.000 | 57.000 | 57.000 | $16.25 | $0.00 | $926.26 | |
| 0060 | CLASS A CONCRETE | 509(B) 0321 | CY | 208.000 | 208.000 | 208.000 | $285.00 | $0.00 | $59,280.00 | |
| 0061 | REINFORCING STEEL | 511(A) 1332 | LB | 44,974.000 | 44,974.000 | 44,974.000 | $0.64 | $0.00 | $28,783.36 | |
| Subtotals For Category 0200/BRIDGE | $0.00 | $94,435.42 | ||||||||
| Fed/State Project Number: STP-STIM(517)AG | Project: 21978(04) | Category: 0300/TRAFFIC | ||||||||
| 0062 | LOOP DETECTOR WIRE | 828(B) 8138 | LF | 4,320.000 | 4,320.000 | 0.000 | 4,696.000 | $3.45 | $0.00 | $16,201.20 |
| 0063 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 105.000 | 105.000 | 95.980 | 95.980 | $11.35 | $1,089.37 | $1,089.37 |
| 0064 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 249.000 | 249.000 | 204.000 | 204.000 | $6.50 | $1,326.00 | $1,326.00 |
| 0065 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 19,300.000 | 19,300.000 | 18,127.500 | 29,901.500 | $0.59 | $10,695.23 | $17,641.89 |
| 0066 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,046.000 | 1,046.000 | 258.000 | 258.000 | $3.25 | $838.50 | $838.50 |
| 0067 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 6,800.000 | 6,800.000 | 684.000 | 684.000 | $0.25 | $171.00 | $171.00 |
| 0068 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 30.000 | 30.000 | 25.000 | 25.000 | $91.80 | $2,295.00 | $2,295.00 |
| 0069 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 856(G) 8890 | EA | 1,400.000 | 1,400.000 | 773.000 | $1.25 | $0.00 | $966.25 | |
| 0070 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.960 | $26,500.00 | $0.00 | $25,440.00 | |
| 0071 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 0.000 | $54.00 | $0.00 | $0.00 | |
| 0072 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 5.000 | 5.000 | 0.000 | $108.00 | $0.00 | $0.00 | |
| Subtotals For Category 0300/TRAFFIC | $16,415.10 | $65,969.21 | ||||||||
| Fed/State Project Number: STP-STIM(517)AG | Project: 21978(04) | Category: 0600/STAKING | ||||||||
| 0073 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $20,000.00 | $0.00 | $19,000.00 | |
| Subtotals For Category 0600/STAKING | $0.00 | $19,000.00 | ||||||||
| Fed/State Project Number: STP-STIM(517)AG | Project: 21978(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0074 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,100.00 | $0.00 | $2,325.00 | |
| 0075 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $95,000.00 | $0.00 | $95,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $0.00 | $97,325.00 | ||||||||
| Fed/State Project Number: STP-STIM(517)AG | Project: 21978(04) | Category: 0850/NON ARRA FUNDING | ||||||||
| 8000 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 18.000 | 0.000 | $550.00 | $0.00 | $0.00 | |
| 8001 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 0.000 | 18.000 | 0.000 | $450.00 | $0.00 | $0.00 | |
| 8002 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 264.000 | 264.000 | 264.000 | $22.50 | $5,940.00 | $5,940.00 |
| 8003 | RENTED PORT.TYPE PREC.CONC.MED. BARR. | 627(P) 4425 | LF | 0.000 | 300.000 | 288.000 | $29.98 | $0.00 | $8,634.24 | |
| 8004 | (PL)CONST.ZONE QUADGUARD IMPACT ATTEN. | 871 8709 | SD | 0.000 | 120.000 | 110.000 | $110.00 | $0.00 | $12,100.00 | |
| Subtotals For Category 0850/NON ARRA FUNDING | $5,940.00 | $26,674.24 | ||||||||
| Fed/State Project Number: STP-STIM(517)AG | Project: 21978(04) | Category: 0900/FEDERAL NON PARTICIPATING | ||||||||
| Subtotals For Category 0900/FEDERAL NON PARTICIPATING | $0.00 | $0.00 | ||||||||
| Subtotals For Project STP-STIM(517)AG /21978(04) | $30,889.10 | $3,119,698.29 | ||||||||