Contract ID: | 090600 | Estimate Number: | 0017 | Contract No: | 510443 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | STP-STIM(283)IG | ||||||||||||
Primary Job Piece No: | 26702(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION CITY STREET (SOUTHWEST BOULEVARD): FROM 23RD STREET TO THE ARKANSAS RIVER BRIDGE IN THE CITY OF TULSA. PROJECT LENGTH = 0.80 MILES | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | PARAGON CONTRACTORS, LLC | ||||||||||||
11 E. 5TH ST., SUITE 500 | |||||||||||||
TULSA , OK 74103 | |||||||||||||
Surety Company: | THE GUARANTEE COMPANY OF NORTH AMERICA USA | ||||||||||||
Date Let: | 09/17/2009 | NTP Effective Date: | 11/30/2009 | Pay Period: | 07/01/2010 TO 07/15/2010 |
Date Awarded: | 10/05/2009 | Date Work Began: | 11/30/2009 | Original Contract Time: | 300 |
Date Contract Executed: | 10/13/2009 | Date Time Stopped: | Current Time Charged: | 228.00 | |
Date NTP Issued: | 10/23/2009 | Completion Date: | Current Time Allowed: | 357.00 | |
General Liability Expires: | 03/22/2011 | Workman's Comp Expires: | 03/22/2011 | Percent Time Used: | 63.87 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $2,844,803.51 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,664,933.00 | Participating: | $999,302.48 | $820,923.45 | $178,379.03 | ||
Percent Complete: | 72.90 % | Non Participating: | $1,057,410.99 | $877,798.86 | $179,612.13 | ||
Funds Available: | $770,858.29 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $590,987.78 | Total Earnings: | $2,056,713.47 | $1,698,722.31 | $357,991.16 | ||
Stockpiled Materials: | $21,220.90 | $68,103.84 | $-46,882.94 | ||||
Gross Earnings: | $2,077,934.37 | $1,766,826.15 | $311,108.22 | ||||
Other Adjustments: | $-3,989.15 | $-44,499.47 | $40,510.32 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,073,945.22 | $1,722,326.68 | $351,618.54 |
Contract ID: | 090600 | Estimate Number: | 0017 | Primary JP: | 26702(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Add new pay items related to pav't. over waterline. | Approved | 03/31/2010 | 0.0 | $17,590.40 |
002 | Traffic Signal Items additions and deletions. | Approved | 06/07/2010 | 0.0 | $59,242.44 |
003 | Adds three new pay items to the Sewer category. | Approved | 07/07/2010 | 30.0 | $103,037.67 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0015 | $-1,983.24 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0014 | $-4,093.69 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0010 | $-1,229.99 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Initial Payment | 0008 | $38,098.80 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0017 | $-2,804.94 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0012 | $-4,908.38 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0016 | $-1,382.80 |
26702(04) | 0010 | Paving Baskets | Stockpiled Material Adjustment | 0013 | $-474.86 |
26702(04) | 0025 | 19' x 30" RCP (substituted eliptical for arch) | Stockpiled Material Adjustment | 0010 | $-1,279.20 |
26702(04) | 0025 | 19' x 30" RCP (substituted eliptical for arch) | Stockpiled Material Initial Payment | 0009 | $5,543.20 |
26702(04) | 0025 | 19' x 30" RCP (substituted eliptical for arch) | Stockpiled Material Adjustment | 0012 | $-4,264.00 |
26702(04) | 0033 | Video Detection system components | Stockpiled Material Initial Payment | 0011 | $44,078.00 |
26702(04) | 0033 | Video Detection system components | Stockpiled Material Adjustment | 0017 | $-44,078.00 | Subtotals For Stockpile Payments | $21,220.90 |
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 |
26702(04) | 0007 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0016 | -6,640.90 | $1.00 | $-6,640.90 |
26702(04) | 0007 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0017 | 6,640.90 | $1.00 | $6,640.90 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $29.44 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $104.89 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $361.07 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $18.09 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $132.39 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $71.83 |
26702(04) | 0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $44.89 |
26702(04) | 0018 | MANHOLE (8' DIA.METER) | * Material Discrepancy Adjustments | 0016 | -1.00 | $3,779.07 | $-3,779.07 |
26702(04) | 0018 | MANHOLE (8' DIA.METER) | * Material Discrepancy Adjustments | 0017 | 1.00 | $3,779.07 | $3,779.07 |
26702(04) | 0019 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0016 | -7.00 | $3,563.00 | $-24,941.00 |
26702(04) | 0019 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0017 | 7.00 | $3,563.00 | $24,941.00 |
26702(04) | 0020 | INLET CICI DES. 2 (B) | * Material Discrepancy Adjustments | 0016 | -1.00 | $2,958.00 | $-2,958.00 |
26702(04) | 0020 | INLET CICI DES. 2 (B) | * Material Discrepancy Adjustments | 0017 | 1.00 | $2,958.00 | $2,958.00 |
26702(04) | 0024 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0016 | -64.00 | $41.00 | $-2,624.00 |
26702(04) | 0024 | 18" R.C.PIPE CLASS III | * Material Discrepancy Adjustments | 0017 | 64.00 | $41.00 | $2,624.00 |
26702(04) | 8003 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0016 | -4,319.10 | $1.00 | $-4,319.10 |
26702(04) | 8003 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0017 | 4,319.10 | $1.00 | $4,319.10 |
26702(04) | 8010 | 5/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0017 | -645.00 | $1.12 | $-722.40 |
26702(04) | 8011 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0017 | -645.00 | $3.33 | $-2,147.85 |
26702(04) | 8012 | 1/C NO.12 ELECT.COND. | * Material Discrepancy Adjustments | 0017 | -645.00 | $0.92 | $-593.40 |
26702(04) | 8013 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | * Material Discrepancy Adjustments | 0017 | -313.00 | $0.92 | $-287.96 |
26702(04) | 8014 | 1/C NO.6 ELECT.COND. | * Material Discrepancy Adjustments | 0017 | -633.00 | $1.58 | $-1,000.14 | Subtotals For Line Item Adjustments | $-3,989.15 | * = 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: | 090600 | Estimate Number: | 0017 | Primary JP: | 26702(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(283)IG | Project: 26702(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 6,722.000 | 6,722.000 | 581.700 | 3,090.000 | $8.20 | $4,769.94 | $25,338.00 |
0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 400.000 | 400.000 | 0.000 | $4.60 | $0.00 | $0.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,000.000 | 1,000.000 | 439.000 | $2.75 | $0.00 | $1,207.25 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 1,500.000 | 1,500.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
0005 | AGGREGATE BASE | 303 0192 | CY | 5,171.000 | 5,171.000 | 581.700 | 3,492.000 | $35.20 | $20,475.84 | $122,918.40 |
0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 17,229.000 | 17,229.000 | 1,196.800 | 9,190.700 | $1.00 | $1,196.80 | $9,190.70 |
0007 | SEPARATOR FABRIC | 325 5271 | SY | 17,233.000 | 17,233.000 | 1,196.800 | 7,837.700 | $1.00 | $1,196.80 | $7,837.70 |
0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 200.000 | 200.000 | 247.000 | $75.25 | $0.00 | $18,586.75 | |
0009 | (PL)CRACK SEALING P.C.PAVEMENT | 414 5169 | LF | 200.000 | 200.000 | 516.400 | 516.400 | $5.38 | $2,778.23 | $2,778.23 |
0010 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5754 | SY | 14,135.000 | 14,135.000 | 1,040.800 | 6,262.700 | $49.55 | $51,571.64 | $310,316.80 |
0011 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | 414(N) 5800 | SY | 3,098.000 | 3,098.000 | 121.400 | 1,528.800 | $63.70 | $7,733.18 | $97,384.56 |
0012 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 598.000 | 598.000 | 35.000 | 395.300 | $100.00 | $3,500.00 | $39,530.00 |
0013 | CLSM BACKFILL | 501(G) 6315 | CY | 575.000 | 575.000 | 0.000 | 44.000 | $83.09 | $0.00 | $3,655.96 |
0014 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 4,463.000 | 4,463.000 | 345.000 | 345.000 | $5.70 | $1,966.50 | $1,966.50 |
0015 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,485.000 | 1,485.000 | 14.000 | 1,089.400 | $38.60 | $540.40 | $42,050.84 |
0016 | (PL)4" DECORATIVE CONCRETE SIDEWALK | 610(A) 0650 | SY | 1,060.000 | 1,060.000 | 0.000 | 483.500 | $69.00 | $0.00 | $33,361.50 |
0017 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 370.000 | 370.000 | 0.000 | 206.100 | $61.50 | $0.00 | $12,675.15 |
0018 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 1.000 | 1.000 | 0.000 | 2.000 | $3,779.07 | $0.00 | $7,558.14 |
0019 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 24.000 | 24.000 | 0.000 | 7.000 | $3,563.00 | $0.00 | $24,941.00 |
0020 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 2.000 | 2.000 | 0.000 | 1.000 | $2,958.00 | $0.00 | $2,958.00 |
0021 | INLET CICI DES. 2 (2B) | 611(E) 5117 | EA | 1.000 | 1.000 | 1.000 | $4,225.00 | $0.00 | $4,225.00 | |
0022 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(2B) | 611(E) 5976 | EA | 1.000 | 1.000 | 1.000 | $6,400.00 | $0.00 | $6,400.00 | |
0023 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 42.000 | 42.000 | 21.000 | $716.00 | $0.00 | $15,036.00 | |
0024 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 83.000 | 83.000 | 0.000 | 64.000 | $41.00 | $0.00 | $2,624.00 |
0025 | 26" X 15" R.C.PIPE ARCH CLASS A-III | 613(B) 4404 | LF | 106.000 | 106.000 | 0.000 | 106.000 | $93.00 | $0.00 | $9,858.00 |
0026 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 17,242.000 | 17,242.000 | 1,161.900 | 7,319.800 | $5.00 | $5,809.50 | $36,599.00 |
0027 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 400.000 | 400.000 | 400.000 | $5.00 | $0.00 | $2,000.00 | |
0028 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 220.000 | 220.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0029 | GUARD RAIL ANCHOR UNIT (TYPE A) | 623(F) 4446 | EA | 1.000 | 1.000 | 0.000 | $2,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $101,538.83 | $840,997.48 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0300/TRAFFIC | ||||||||
0030 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 500.000 | 0.000 | 0.000 | $10.68 | $0.00 | $0.00 | |
0031 | (PL)PULL BOX | 803 8060 | EA | 10.000 | 10.000 | 9.000 | $753.00 | $0.00 | $6,777.00 | |
0032 | (PL)PORTABLE TRAFFIC SIGNAL SYSTEM | 823 8478 | SD | 600.000 | 600.000 | 0.000 | $75.25 | $0.00 | $0.00 | |
0033 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | 1.000 | $73,100.00 | $73,100.00 | $73,100.00 |
0034 | (PL)UNDERGROUND COMMUNICATION CABLE | 834 8358 | LF | 500.000 | 0.000 | 0.000 | $2.70 | $0.00 | $0.00 | |
0035 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,979.000 | 12,979.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0036 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 23.000 | 23.000 | 0.000 | $103.00 | $0.00 | $0.00 | |
0037 | TRAFFIC STRIPE(PLASTIC)(SYMBOLS) | 855(B) 8824 | EA | 24.000 | 24.000 | 0.000 | $5.40 | $0.00 | $0.00 | |
0038 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 8,650.000 | 8,650.000 | 1,974.000 | $0.55 | $0.00 | $1,085.70 | |
0039 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,000.000 | 2,000.000 | 0.000 | $0.15 | $0.00 | $0.00 | |
0040 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 17,600.000 | 17,600.000 | 931.000 | 7,559.000 | $0.30 | $279.30 | $2,267.70 |
0041 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,000.000 | 10,000.000 | 1,615.000 | 16,490.000 | $0.50 | $807.50 | $8,245.00 |
0042 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 10,100.000 | 10,100.000 | 541.000 | 5,242.000 | $0.80 | $432.80 | $4,193.60 |
0043 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 9,900.000 | 9,900.000 | 1,235.000 | 11,148.000 | $0.50 | $617.50 | $5,574.00 |
0044 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 29,900.000 | 29,900.000 | 2,945.000 | 25,420.000 | $0.15 | $441.75 | $3,813.00 |
0045 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 46,500.000 | 46,500.000 | 1,159.000 | 7,669.000 | $0.05 | $57.95 | $383.45 |
0046 | DRUMS | 880(F) 8878 | SD | 46,500.000 | 46,500.000 | 5,206.000 | 50,792.000 | $0.15 | $780.90 | $7,618.80 |
0047 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 1.000 | 1.000 | 2.000 | 3.000 | $161.25 | $322.50 | $483.75 |
Subtotals For Category 0300/TRAFFIC | $76,840.20 | $113,542.00 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0600/STAKING | ||||||||
0048 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $10,750.00 | $0.00 | $10,750.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $10,750.00 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0640/CONSTRUCTION | ||||||||
0049 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $34,013.00 | $0.00 | $34,013.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $34,013.00 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0850/Non ARRA Funding | ||||||||
Subtotals For Category 0850/Non ARRA Funding | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0900/NON-PARTICIPATING (CITY) WATERLINE | ||||||||
0050 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $10,635.00 | $0.00 | $10,635.00 | |
0051 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 3,306.000 | 3,306.000 | 4,740.700 | $8.50 | $0.00 | $40,295.96 | |
0052 | 9" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5754 | SY | 1,280.000 | 1,280.000 | 0.000 | 3,030.800 | $50.00 | $0.00 | $151,540.00 |
0053 | COMBINED CURB & GUTTER (6" BARRIER) | 609(B) 0383 | LF | 3,318.000 | 3,318.000 | 0.000 | 3,201.000 | $13.50 | $0.00 | $43,213.50 |
0054 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 262.000 | 262.000 | 283.800 | $41.00 | $0.00 | $11,635.80 | |
0055 | 12" WATER LINE CONNECTION | 616 0135 | EA | 2.000 | 2.000 | 3.000 | $6,875.00 | $0.00 | $20,625.00 | |
0056 | 10" DUCTILE IRON PIPE | 616(A) 5123 | LF | 90.000 | 90.000 | 130.000 | $59.50 | $0.00 | $7,735.00 | |
0057 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 3,595.000 | 3,595.000 | 3,613.500 | $59.50 | $0.00 | $215,003.25 | |
0058 | 6" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5810 | LF | 615.000 | 615.000 | 815.000 | $46.65 | $0.00 | $38,019.75 | |
0059 | 6" GATE VALVE | 616(D) 1070 | EA | 24.000 | 24.000 | 25.000 | $758.00 | $0.00 | $18,950.00 | |
0060 | 12" GATE VALVE | 616(D) 1100 | EA | 23.000 | 23.000 | 20.000 | $2,920.00 | $0.00 | $58,400.00 | |
0061 | STANDARD VALVE BOX | 616(D) 7051 | EA | 47.000 | 47.000 | 46.000 | $217.00 | $0.00 | $9,982.00 | |
0062 | FIRE HYDRANTS | 616(G) 1192 | EA | 11.000 | 11.000 | 11.000 | $2,925.00 | $0.00 | $32,175.00 | |
0063 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 13.000 | 13.000 | 26.000 | $580.00 | $0.00 | $15,080.00 | |
0064 | 2" SOLID SLEEVE | 616(I) 0010 | EA | 3.000 | 3.000 | 1.000 | $225.00 | $0.00 | $225.00 | |
0065 | 6" SOLID SLEEVE | 616(I) 0018 | EA | 6.000 | 6.000 | 12.000 | $265.00 | $0.00 | $3,180.00 | |
0066 | 10" SOLID SLEEVE | 616(I) 0022 | EA | 3.000 | 3.000 | 3.000 | $500.00 | $0.00 | $1,500.00 | |
0067 | 12" SOLID SLEEVE | 616(I) 0024 | EA | 1.000 | 1.000 | 1.000 | $699.00 | $0.00 | $699.00 | |
0068 | 6" X 6" X 6" TEE | 616(J) 0022 | EA | 2.000 | 2.000 | 4.000 | $433.00 | $0.00 | $1,732.00 | |
0069 | 12" X 12" X 6" TEE | 616(J) 0030 | EA | 10.000 | 10.000 | 14.000 | $785.00 | $0.00 | $10,990.00 | |
0070 | 12" X 12" X 10" TEE | 616(J) 0039 | EA | 3.000 | 3.000 | 3.000 | $980.00 | $0.00 | $2,940.00 | |
0071 | 6" 11 1/4 DEGREE FITTING | 616(K) 0041 | EA | 4.000 | 4.000 | 9.000 | $255.00 | $0.00 | $2,295.00 | |
0072 | 6" 45 DEGREE FITTING | 616(K) 0042 | EA | 50.000 | 50.000 | 41.000 | $195.00 | $0.00 | $7,995.00 | |
0073 | 12" 45 DEGREE FITTING | 616(K) 0047 | EA | 12.000 | 12.000 | 13.000 | $500.00 | $0.00 | $6,500.00 | |
0074 | 12" 22 1/2 DEGREE FITTING | 616(K) 0054 | EA | 39.000 | 39.000 | 41.000 | $556.00 | $0.00 | $22,796.00 | |
0075 | 6" X 4" REDUCER | 616(L) 0070 | EA | 3.000 | 3.000 | 2.000 | $207.00 | $0.00 | $414.00 | |
0076 | 4" X 2" REDUCER | 616(L) 0079 | EA | 3.000 | 3.000 | 2.000 | $225.00 | $0.00 | $450.00 | |
0077 | 12" X 12" X 12" X 12" CROSS | 616(M) 0082 | EA | 5.000 | 5.000 | 4.000 | $1,155.00 | $0.00 | $4,620.00 | |
0078 | SERVICE CONNECTION (SHORT) | 616(N) 0090 | EA | 25.000 | 25.000 | 31.000 | $140.00 | $0.00 | $4,340.00 | |
0079 | SERVICE CONNECTION (LONG) | 616(N) 0092 | EA | 2.000 | 2.000 | 4.000 | $904.00 | $0.00 | $3,616.00 | |
0080 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 3,318.000 | 3,318.000 | 3,221.000 | $2.50 | $0.00 | $8,052.50 | |
0081 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 1,280.000 | 1,280.000 | 4,250.800 | $5.50 | $0.00 | $23,379.40 | |
0082 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 262.000 | 262.000 | 305.800 | $6.00 | $0.00 | $1,834.80 | |
8001 | AGGREGATE BASE | 303 0192 | CY | 0.000 | 427.000 | 1,653.300 | $35.20 | $0.00 | $58,196.16 | |
8002 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 0.000 | 1,280.000 | 4,319.100 | $1.00 | $0.00 | $4,319.10 | |
8003 | SEPARATOR FABRIC | 325 5271 | SY | 0.000 | 1,280.000 | 0.000 | 4,319.100 | $1.00 | $0.00 | $4,319.10 |
Subtotals For Category 0900/NON-PARTICIPATING (CITY) WATERLINE | $0.00 | $847,683.32 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0901/NON-PARTICIPATING (CITY) SEWER | ||||||||
0083 | 8" DUCTILE IRON PIPE | 616(A) 5122 | LF | 284.000 | 14.000 | 14.000 | $222.00 | $0.00 | $3,108.00 | |
8017 | 8" PIPE SEWER REMOVED & RELAID | 612(S) 0676 | LF | 0.000 | 633.000 | 640.000 | 640.000 | $246.97 | $158,060.80 | $158,060.80 |
8018 | SANITARY SEWER SERVICE CONNECTION | 615(D) 0300 | EA | 0.000 | 1.000 | 3.000 | 3.000 | $3,495.66 | $10,486.98 | $10,486.98 |
8019 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 1.000 | 2.000 | 2.000 | $3,150.00 | $6,300.00 | $6,300.00 |
Subtotals For Category 0901/NON-PARTICIPATING (CITY) SEWER | $174,847.78 | $177,955.78 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0902/STAKING - NON-PARTICIPATING | ||||||||
0084 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $2,910.03 | $0.00 | $2,910.04 | |
Subtotals For Category 0902/STAKING - NON-PARTICIPATING | $0.00 | $2,910.04 | ||||||||
Fed/State Project Number: STP-STIM(283)IG | Project: 26702(04) | Category: 0903/Federal Non Participating | ||||||||
8006 | 2" GALV.STEEL ELECT.COND. TRENCHED | 802(A) 8314 | LF | 0.000 | 250.000 | 94.000 | $25.20 | $0.00 | $2,368.80 | |
8007 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 0.000 | 650.000 | 549.000 | $35.70 | $0.00 | $19,599.30 | |
8008 | SERVICE POLE | 810(A) 3118 | EA | 0.000 | 1.000 | 0.000 | $971.25 | $0.00 | $0.00 | |
8009 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 0.000 | 1.000 | 0.000 | $21,071.19 | $0.00 | $0.00 | |
8010 | 5/C TRAF.SIG.EL.CABLE | 834(A) 8207 | LF | 0.000 | 1,100.000 | 645.000 | 645.000 | $1.12 | $722.40 | $722.40 |
8011 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 0.000 | 1,100.000 | 645.000 | 645.000 | $3.33 | $2,147.85 | $2,147.85 |
8012 | 1/C NO.12 ELECT.COND. | 811 8046 | LF | 0.000 | 1,100.000 | 645.000 | 645.000 | $0.92 | $593.40 | $593.40 |
8013 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 0.000 | 250.000 | 313.000 | 313.000 | $0.92 | $287.96 | $287.96 |
8014 | 1/C NO.6 ELECT.COND. | 811 8040 | LF | 0.000 | 1,100.000 | 633.000 | 633.000 | $1.58 | $1,000.14 | $1,000.14 |
8015 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 0.000 | 1.000 | 0.000 | $4,620.00 | $0.00 | $0.00 | |
8016 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 0.000 | 150.000 | 1.000 | 170.000 | $12.60 | $12.60 | $2,142.00 |
Subtotals For Category 0903/Federal Non Participating | $4,764.35 | $28,861.85 | ||||||||
Subtotals For Project STP-STIM(283)IG /26702(04) | $357,991.16 | $2,056,713.47 |