Contract ID: | 100002 | Estimate Number: | 0029 | Contract No: | 510925 | |||
Residency: | PURCELL (03200) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | IM-0035-2(307)111MS | ||||||||||||
Primary Job Piece No: | 25922(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE CITY STREET (ROCK CREEK ROAD): FROM 36TH AVENUE, EXTEND EAST IN THE CITY OF NORMAN. PROJECT LENGTH = 0.706 MILES | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | SILVER STAR CONSTRUCTION COMPANY, INC. | ||||||||||||
2401 S. BROADWAY | |||||||||||||
MOORE , OK 73160 | |||||||||||||
Surety Company: | AMERICAN STATES INSURANCE CO. | ||||||||||||
Date Let: | 01/28/2010 | NTP Effective Date: | 06/07/2010 | Pay Period: | 08/16/2011 TO 08/31/2011 |
Date Awarded: | 02/01/2010 | Date Work Began: | 06/08/2010 | Original Contract Time: | 385 |
Date Contract Executed: | 02/18/2010 | Date Time Stopped: | Current Time Charged: | 450.00 | |
Date NTP Issued: | 02/25/2010 | Completion Date: | Current Time Allowed: | 417.00 | |
General Liability Expires: | 05/19/2012 | Workman's Comp Expires: | 05/19/2012 | Percent Time Used: | 107.91 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $4,989,217.89 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,989,217.89 | Participating: | $4,813,303.96 | $4,773,560.87 | $39,743.09 | ||
Percent Complete: | 97.34 % | Non Participating: | $27,659.55 | $27,659.55 | $0.00 | ||
Funds Available: | $132,762.66 | Total Earnings: | $4,840,963.51 | $4,801,220.42 | $39,743.09 | ||
Unearned Balance: | $132,762.66 | Stockpiled Materials: | $5,656.95 | $5,656.95 | $0.00 | ||
Gross Earnings: | $4,846,620.46 | $4,806,877.37 | $39,743.09 | ||||
Other Adjustments: | $42,834.77 | $29,473.59 | $13,361.18 | ||||
Liq Dam/Disincentive: | $-33,000.00 | $-20,000.00 | $-13,000.00 | ||||
TOTAL: | $4,856,455.23 | $4,816,350.96 | $40,104.27 |
Contract ID: | 100002 | Estimate Number: | 0029 | Primary JP: | 25922(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Order to add Pay Items for additional work. | Pending | 0 | 0.0 | $32,315.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
25922(04) | 0054 | BEAMS - MOH | Stockpiled Material Initial Payment | 0004 | $267,463.71 |
25922(04) | 0054 | BEAMS - MOH | Stockpiled Material Adjustment | 0014 | $-164,536.65 |
25922(04) | 0054 | BEAMS - MOH | Stockpiled Material Adjustment | 0013 | $-102,927.06 |
25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-988.82 |
25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $988.82 |
25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-1,576.82 |
25922(04) | 0057 | CONCRETE PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $1,576.82 |
25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $1,745.57 |
25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-1,745.57 |
25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Initial Payment | 0014 | $2,783.57 |
25922(04) | 0058 | 42" F-SHAPED PARAPET - MOH | Stockpiled Material Adjustment | 0022 | $-2,783.57 |
25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Adjustment | 0014 | $-17,635.05 |
25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Initial Payment | 0014 | $17,635.05 |
25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Initial Payment | 0014 | $29,153.70 |
25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Adjustment | 0014 | $-24,286.50 |
25922(04) | 0063 | EPOXY RESTEEL - MOH | Stockpiled Material Adjustment | 0025 | $-695.25 |
25922(04) | 0064 | PILES - MOH | Stockpiled Material Adjustment | 0011 | $-3,154.00 |
25922(04) | 0064 | PILES - MOH | Stockpiled Material Initial Payment | 0007 | $3,420.00 |
25922(04) | 0065 | PILES - MOH | Stockpiled Material Initial Payment | 0007 | $23,920.00 |
25922(04) | 0065 | PILES - MOH | Stockpiled Material Adjustment | 0011 | $-22,701.00 |
25922(04) | 0086 | MOH - LIGHTING | Stockpiled Material Initial Payment | 0008 | $41,678.40 |
25922(04) | 0086 | MOH - LIGHTING | Stockpiled Material Adjustment | 0026 | $-41,678.40 |
25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Initial Payment | 0008 | $50,146.90 |
25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Adjustment | 0026 | $-50,146.90 |
25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Initial Payment | 0008 | $54,507.50 |
25922(04) | 0087 | MOH - LUMINAIRE | Stockpiled Material Adjustment | 0026 | $-54,507.50 | Subtotals For Stockpile Payments | $5,656.95 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0027 | -5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0028 | -15.0 | $1,000.00 | $-15,000.00 |
System Application of Liquidated Damages | 0029 | -13.0 | $1,000.00 | $-13,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
LD Adjustment (Prog. Est. Only) | 0027 | $5,000.00 |
LD Adjustment (Prog. Est. Only) | 0028 | $15,000.00 |
LD Adjustment (Prog. Est. Only) | 0029 | $13,000.00 | Subtotals For Contract Adjustments | $33,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $171.18 |
25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $2,562.98 |
25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0011 | 0.00 | $0.00 | $2,029.77 |
25922(04) | 0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 1,649.02 | $2.76 | $4,567.62 |
25922(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $142.04 |
25922(04) | 0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | Asphalt Binder Adjustment | 0029 | 42.34 | $8.53 | $361.18 | Subtotals For Line Item Adjustments | $9,834.77 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 100002 | Estimate Number: | 0029 | Primary JP: | 25922(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: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $14,935.00 | $0.00 | $14,935.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 72,418.000 | 72,418.000 | 73,164.670 | $4.05 | $0.00 | $296,316.91 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 105,479.000 | 105,479.000 | 77,000.000 | $5.70 | $0.00 | $438,900.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $73,670.00 | $0.00 | $73,670.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 8,000.000 | 8,000.000 | 8,000.000 | $1.55 | $0.00 | $12,400.00 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 20.000 | 20.000 | 0.000 | $105.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 227 0100 | LF | 200.000 | 200.000 | 384.500 | $7.00 | $0.00 | $2,691.50 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 70,000.000 | 70,000.000 | 30,000.000 | 51,427.000 | $1.05 | $31,500.00 | $53,998.35 |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 44.000 | 44.000 | 0.000 | $208.00 | $0.00 | $0.00 | |
0010 | (SP)CEMENT KILN DUST | 327(B) 4210 | TON | 756.000 | 756.000 | 878.321 | $38.40 | $0.00 | $33,727.53 | |
0011 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 23,285.000 | 23,285.000 | 29,542.100 | $2.80 | $0.00 | $82,717.89 | |
0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 100.000 | 100.000 | 389.460 | $24.20 | $0.00 | $9,424.93 | |
0013 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 4,005.000 | 4,005.000 | 4,237.120 | $42.95 | $0.00 | $181,984.30 | |
0014 | (SP)ASPHALT CONCRETE TYPE S5(PG 70-28 OK) | 411(S5) 5970 | TON | 50.000 | 50.000 | 42.340 | 72.640 | $162.00 | $6,859.08 | $11,767.68 |
0015 | 8" P.C. DOWEL JOINTED CONCRETE PAVEMENT | 414(A1) 5753 | SY | 21,693.000 | 21,693.000 | 23,381.630 | $30.90 | $0.00 | $722,492.37 | |
0016 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 140.000 | 140.000 | 140.000 | $8.30 | $0.00 | $1,162.00 | |
0017 | HANDRAILING | 504(G) 6006 | LF | 4,436.000 | 4,436.000 | 2,218.000 | $34.90 | $0.00 | $77,408.20 | |
0018 | CLASS A CONCRETE | 509(B) 0321 | CY | 407.000 | 407.000 | 407.000 | $207.60 | $0.00 | $84,493.20 | |
0019 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $207.60 | $0.00 | $0.00 | |
0020 | REINFORCING STEEL | 511(A) 0332 | LB | 71,000.000 | 71,000.000 | 71,000.000 | $0.52 | $0.00 | $36,920.00 | |
0021 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 5,700.000 | 5,700.000 | 5,700.000 | $1.56 | $0.00 | $8,892.00 | |
0022 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 6,948.000 | 6,948.000 | 7,094.000 | $5.50 | $0.00 | $39,017.00 | |
0023 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 1,137.000 | 1,137.000 | 65.000 | $16.60 | $0.00 | $1,079.00 | |
0024 | 5" CONCRETE SIDEWALK | 610(A) 0604 | SY | 8,400.000 | 8,400.000 | 8,822.910 | $30.85 | $0.00 | $272,186.77 | |
0025 | 8" CONCRETE DRIVEWAY | 610(B) 5016 | SY | 310.000 | 310.000 | 17.780 | 556.430 | $54.50 | $969.01 | $30,325.44 |
0026 | (PL)TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 240.000 | 240.000 | 400.000 | $18.30 | $0.00 | $7,320.00 | |
0027 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 5.000 | 6.000 | $1,560.00 | $0.00 | $9,360.00 | |
0028 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 2.000 | 2.000 | 2.000 | $2,080.00 | $0.00 | $4,160.00 | |
0029 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 8.000 | 8.000 | 9.000 | $310.00 | $0.00 | $2,790.00 | |
0030 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 1.000 | 1.000 | 1.000 | $2,075.00 | $0.00 | $2,075.00 | |
0031 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 4.000 | 4.000 | 4.000 | $1,300.00 | $0.00 | $5,200.00 | |
0032 | INLET CICI DES. 2 (D) | 611(E) 5115 | EA | 5.000 | 5.000 | 5.000 | $1,660.00 | $0.00 | $8,300.00 | |
0033 | INLET CICI DES. 2 (2C) | 611(E) 5116 | EA | 2.000 | 2.000 | 2.000 | $2,077.00 | $0.00 | $4,154.00 | |
0034 | INLET CICI DES. 2 (B-D) | 611(E) 5118 | EA | 3.000 | 3.000 | 3.000 | $2,492.00 | $0.00 | $7,476.00 | |
0035 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 2.000 | 2.000 | 2.000 | $2,492.00 | $0.00 | $4,984.00 | |
0036 | INLET GPI TYPE 2 (DES. 11) | 611(E) 5337 | EA | 1.000 | 1.000 | 1.000 | $2,595.00 | $0.00 | $2,595.00 | |
0037 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 1.000 | 1.000 | 1.000 | $1,560.00 | $0.00 | $1,560.00 | |
0038 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 38.000 | 38.000 | 38.000 | $364.00 | $0.00 | $13,832.00 | |
0039 | JUNCTION BOXES | 611(J) 0487 | CF | 142.000 | 142.000 | 192.420 | $26.00 | $0.00 | $5,002.92 | |
0040 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 96.000 | 96.000 | 96.000 | $234.00 | $0.00 | $22,464.00 | |
0041 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 2.000 | 1.000 | 3.000 | $415.00 | $415.00 | $1,245.00 |
0042 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 2.000 | 2.000 | 2.000 | $105.00 | $0.00 | $210.00 | |
0043 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 978.000 | 978.000 | 944.500 | $46.70 | $0.00 | $44,108.15 | |
0044 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 866.000 | 866.000 | 877.500 | $57.10 | $0.00 | $50,105.25 | |
0045 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 218.000 | 218.000 | 214.000 | $72.70 | $0.00 | $15,557.80 | |
0046 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 32.000 | 32.000 | 29.500 | $109.00 | $0.00 | $3,215.50 | |
0047 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 1.000 | 1.000 | 1.000 | $571.00 | $0.00 | $571.00 | |
0048 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 1.000 | 1.000 | 1.000 | $780.00 | $0.00 | $780.00 | |
0049 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $8,215.00 | $0.00 | $8,215.00 | |
0050 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,880.000 | 4,880.000 | 4,880.000 | $1.05 | $0.00 | $5,124.00 | |
0051 | (PL)REMOVABLE BOLLARD | 623(M) 6510 | EA | 12.000 | 12.000 | 12.000 | $1,070.00 | $0.00 | $12,840.00 | |
Subtotals For Category 0100/ROADWAY | $39,743.09 | $2,729,754.69 | ||||||||
Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0200/BRIDGE 'A' | ||||||||
0052 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 290.000 | 290.000 | 290.000 | $26.00 | $0.00 | $7,540.00 | |
0053 | CLSM BACKFILL | 501(G) 6309 | CY | 377.200 | 377.200 | 377.200 | $127.00 | $0.00 | $47,904.40 | |
0054 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 2,072.000 | 2,072.000 | 2,072.000 | $207.60 | $0.00 | $430,147.20 | |
0055 | APPROACH SLAB | 504(A) 1304 | SY | 526.000 | 526.000 | 526.000 | $145.30 | $0.00 | $76,427.80 | |
0056 | (PL)SEALED EXPANSION JOINTS | 504(C) 6276 | LF | 160.000 | 160.000 | 160.000 | $244.00 | $0.00 | $39,040.00 | |
0057 | CONCRETE PARAPET | 504(F) 1381 | LF | 643.330 | 643.330 | 643.330 | $88.30 | $0.00 | $56,806.04 | |
0058 | 42" F-SHAPED PARAPET | 504(F) 6190 | LF | 643.330 | 643.330 | 643.330 | $72.70 | $0.00 | $46,770.09 | |
0059 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,760.000 | 2,760.000 | 2,760.000 | $3.20 | $0.00 | $8,832.00 | |
0060 | CLASS AA CONCRETE | 509(A) 1326 | CY | 583.500 | 583.500 | 583.500 | $425.00 | $0.00 | $247,987.50 | |
0061 | CLASS A CONCRETE | 509(B) 1328 | CY | 321.700 | 321.700 | 321.700 | $550.00 | $0.00 | $176,935.00 | |
0062 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,248.000 | 1,248.000 | 1,248.000 | $95.50 | $0.00 | $119,184.02 | |
0063 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 151,410.000 | 151,410.000 | 153,665.010 | $0.88 | $0.00 | $135,225.21 | |
0064 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 166.000 | 166.000 | 166.000 | $30.00 | $0.00 | $4,980.00 | |
0065 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 987.000 | 987.000 | 987.000 | $35.30 | $0.00 | $34,841.10 | |
0066 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 166.000 | 166.000 | 151.420 | $11.40 | $0.00 | $1,726.19 | |
0067 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 987.000 | 987.000 | 858.720 | $11.40 | $0.00 | $9,789.40 | |
0068 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 26.000 | 26.000 | 26.000 | $602.00 | $0.00 | $15,652.00 | |
0069 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,299.000 | 1,299.000 | 1,299.000 | $3.65 | $0.00 | $4,741.35 | |
0070 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 114.000 | 114.000 | 114.000 | $779.00 | $0.00 | $88,806.00 | |
0071 | (SP) SEALER CRACK PREPARATION | 523(A) 6550 | LF | 74.000 | 74.000 | 74.000 | $5.20 | $0.00 | $384.80 | |
0072 | (SP) SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 1.000 | $208.00 | $0.00 | $208.00 | |
0073 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 16.000 | $1,005.00 | $0.00 | $16,080.00 | |
0074 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 32.000 | 32.000 | 32.000 | $1,002.00 | $0.00 | $32,064.00 | |
0075 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 332.000 | 332.000 | 332.000 | $15.60 | $0.00 | $5,179.20 | |
0076 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 148.000 | 148.000 | 254.000 | $15.60 | $0.00 | $3,962.40 | |
0077 | (PL)ORNAMENTAL FENCE | 624 5910 | LF | 523.330 | 523.330 | 650.000 | $73.80 | $0.00 | $47,970.00 | |
0078 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 643.330 | 643.330 | 643.330 | $3.10 | $0.00 | $1,994.32 | |
0079 | (PL)PULL BOX | 803 8060 | EA | 6.000 | 6.000 | 6.000 | $727.00 | $0.00 | $4,362.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,665,540.02 | ||||||||
Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0300/TRAFFIC | ||||||||
0080 | 2" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8310 | LF | 50.000 | 50.000 | 50.000 | $8.30 | $0.00 | $415.00 | |
0081 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 70.000 | 70.000 | 198.000 | $10.40 | $0.00 | $2,059.20 | |
0082 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 8,550.000 | 8,550.000 | 8,550.000 | $3.10 | $0.00 | $26,505.00 | |
0083 | PULL BOX(SIZE I) | 803 8065 | EA | 2.000 | 2.000 | 2.000 | $415.30 | $0.00 | $830.60 | |
0084 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 26.000 | 26.000 | 26.240 | $467.00 | $0.00 | $12,254.08 | |
0085 | REINFORCING STEEL | 804(B) 2916 | LB | 1,470.000 | 1,470.000 | 1,470.000 | $1.56 | $0.00 | $2,293.20 | |
0086 | (PL) ENHANCEMENT LIGHTING (COMPLETE) | 809 8090 | EA | 48.000 | 48.000 | 48.000 | $1,090.00 | $0.00 | $52,320.00 | |
0087 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 48.000 | 48.000 | 48.000 | $1,547.00 | $0.00 | $74,256.00 | |
0088 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $6,490.00 | $0.00 | $6,490.00 | |
0089 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 18,090.000 | 18,090.000 | 0.000 | 18,090.000 | $0.78 | $0.00 | $14,110.20 |
0090 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 4,320.000 | 4,320.000 | 0.000 | 4,320.000 | $0.26 | $0.00 | $1,123.20 |
0091 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.360 | 10.360 | 30.540 | $20.80 | $0.00 | $635.23 | |
0092 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 26.000 | 26.000 | 72.000 | $17.65 | $0.00 | $1,270.80 | |
0093 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 18,860.000 | 18,860.000 | 12,176.000 | $0.52 | $0.00 | $6,331.52 | |
0094 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 70.000 | 70.000 | 313.500 | $1.05 | $0.00 | $329.18 | |
0095 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 144.000 | 144.000 | 189.000 | $3.10 | $0.00 | $585.90 | |
0096 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 4.000 | 4.000 | 6.000 | $84.00 | $0.00 | $504.00 | |
0097 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | $187.00 | $0.00 | $374.00 | |
0098 | PAVEMENT MARKERS CLASS C TYPE 2-C | 857(A) 8947 | EA | 100.000 | 100.000 | 222.000 | $19.75 | $0.00 | $4,384.50 | |
0099 | PAVEMENT MARKERS CLASS C TYPE 2-D | 857(A) 8950 | EA | 84.000 | 84.000 | 93.000 | $19.75 | $0.00 | $1,836.75 | |
0100 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.950 | $8,410.00 | $0.00 | $7,989.50 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $216,897.86 | ||||||||
Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0600/STAKING | ||||||||
0101 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $32,445.00 | $0.00 | $30,822.75 | |
Subtotals For Category 0600/STAKING | $0.00 | $30,822.75 | ||||||||
Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0640/CONSTRUCTION | ||||||||
0102 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.900 | $12,420.00 | $0.00 | $11,178.00 | |
0103 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $13,600.00 | $0.00 | $13,600.00 | |
0104 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $145,510.64 | $0.00 | $145,510.64 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $170,288.64 | ||||||||
Fed/State Project Number: IM-0035-2(307)111MS | Project: 25922(04) | Category: 0900/NON PARTICIPATING | ||||||||
0105 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 5,703.000 | 5,703.000 | 5,703.000 | $4.85 | $0.00 | $27,659.55 | |
Subtotals For Category 0900/NON PARTICIPATING | $0.00 | $27,659.55 | ||||||||
Subtotals For Project IM-0035-2(307)111MS /25922(04) | $39,743.09 | $4,840,963.51 |