Contract ID: | 100503 | Estimate Number: | 0031 | Contract No: | 610459 | |||
Residency: | EDMOND (04400) | Estimate Type: | Progressive | Account No: | 400400 | |||
Project Number(s): | OKCY-XTWN(009), OKCY-XTWN(012)TI, SEC115-155N(807)SG | ||||||||||||
Primary Job Piece No: | 17428(28) | ||||||||||||
Contract Description: | SURFACING AND TRAFFIC CONTROL I-40: FROM JUST WEST OF MAY AVE., EXTEND EAST IN OKLAHOMA CITY. PROJECT LENGTH = 2.298 MILES. | ||||||||||||
Primary County: | OKLAHOMA | ||||||||||||
Name of Road: | I-40 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 08/19/2010 | NTP Effective Date: | 11/08/2010 | Pay Period: | 12/16/2011 TO 01/15/2012 |
Date Awarded: | 09/07/2010 | Date Work Began: | 10/20/2010 | Original Contract Time: | 370 |
Date Contract Executed: | 09/20/2010 | Date Time Stopped: | Current Time Charged: | 417.00 | |
Date NTP Issued: | 09/27/2010 | Completion Date: | Current Time Allowed: | 526.00 | |
General Liability Expires: | 03/01/2012 | Workman's Comp Expires: | 03/01/2012 | Percent Time Used: | 79.28 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $29,370,033.10 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $29,346,556.72 | Participating: | $28,030,713.72 | $27,277,774.39 | $752,939.33 | ||
Percent Complete: | 100 % | Non Participating: | $685,360.84 | $660,142.70 | $25,218.14 | ||
Funds Available: | $993.38 | Total Earnings: | $28,716,074.56 | $27,937,917.09 | $778,157.47 | ||
Unearned Balance: | $-22,483.00 | Stockpiled Materials: | $75,069.31 | $164,951.63 | $-89,882.32 | ||
Gross Earnings: | $28,791,143.87 | $28,102,868.72 | $688,275.15 | ||||
Other Adjustments: | $577,895.85 | $577,895.85 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $29,369,039.72 | $28,680,764.57 | $688,275.15 |
Contract ID: | 100503 | Estimate Number: | 0031 | Primary JP: | 17428(28) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Special Provisions | Approved | 03/24/2011 | 0.0 | $0.00 |
002 | Completion Date for Internal Milestone | Approved | 03/24/2011 | 120.0 | $0.00 |
003 | Changing Item to Pay Plan Quantity, Adding New Item | Approved | 05/12/2011 | 0.0 | $-60,900.00 |
005 | Adding new pay items, Revising existing item | Approved | 09/19/2011 | 0.0 | $38,543.68 |
006 | Modifying drainage structures, adding pay items for bridges | Approved | 12/06/2011 | 0.0 | $45,832.70 |
007 | Time Extension / B Bid | Approved | 11/30/2011 | 312.0 | $0.00 |
008 | Traffic Items and Structures | Pending | 0 | 0.0 | $87,848.73 |
010 | B Bid Incentive | Pending | 0 | 0.0 | $1,500,000.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0031 | $-14,206.99 |
17428(28) | 0028 | Paint | Stockpiled Material Initial Payment | 0012 | $140,271.11 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0030 | $-22,914.50 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0014 | $-1,050.74 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0025 | $-23,897.53 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0019 | $-9,940.20 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0016 | $-5,131.59 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0024 | $-28,483.87 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0018 | $-10,709.21 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0020 | $-21,931.47 |
17428(28) | 0028 | Paint | Stockpiled Material Adjustment | 0015 | $-1,970.65 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0024 | $-12,800.06 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-6,384.33 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-10,297.30 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0025 | $-10,739.05 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0020 | $63,034.92 |
17428(28) | 0028 | Sp. Surface Finish | Stockpiled Material Adjustment | 0020 | $-9,855.55 |
17428(28) | 0048 | Fence | Stockpiled Material Initial Payment | 0009 | $44,021.97 |
17428(28) | 0048 | Fence | Stockpiled Material Closure | 0029 | $-4,932.57 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0018 | $-9,634.19 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0028 | $-3,522.09 |
17428(28) | 0048 | Fence | Stockpiled Material Adjustment | 0017 | $-25,933.12 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0026 | $-29,131.32 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0030 | $-74,507.60 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0020 | $-10,498.68 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0014 | $-11,473.50 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0028 | $-16,158.24 |
17428(31) | 0145 | Paint | Stockpiled Material Adjustment | 0031 | $-37,253.80 |
17428(31) | 0145 | Paint | Stockpiled Material Initial Payment | 0012 | $201,990.10 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0020 | $45,547.51 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-3,643.58 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0020 | $-2,367.39 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-8,400.50 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-16,801.00 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-6,568.93 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-33,766.80 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-13,202.29 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-16,883.40 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0021 | $91,508.02 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-7,322.90 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Initial Payment | 0021 | $36,616.39 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0026 | $-5,280.87 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0028 | $-2,929.14 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0030 | $-13,506.60 |
17428(31) | 0145 | Sp. Surface Finish | Stockpiled Material Adjustment | 0031 | $-6,753.30 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0018 | $-9,146.75 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0020 | $-14,767.46 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0025 | $-20,039.06 |
17428(31) | 0177 | Fence | Stockpiled Material Adjustment | 0028 | $-12,288.76 |
17428(31) | 0177 | Fence | Stockpiled Material Initial Payment | 0009 | $63,747.94 |
17428(31) | 0177 | Fence | Stockpiled Material Closure | 0029 | $-7,505.91 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $10,779.16 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0007 | $-1,077.92 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0006 | $-3,788.10 |
17428(31) | 0183 | Reinforcing Steel | Stockpiled Material Adjustment | 0005 | $-5,913.14 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $4,757.92 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-3,438.40 |
17428(31) | 0184 | Reinforcing Steel | Stockpiled Material Adjustment | 0009 | $-1,319.52 |
17428(31) | 0185 | Reinforcing Steel | Stockpiled Material Initial Payment | 0004 | $21,000.32 |
17428(31) | 0185 | Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-21,000.32 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Adjustment | 0017 | $-892.85 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Initial Payment | 0005 | $1,171.86 |
17428(31) | 0195 | Reinforcing Steel | Stockpiled Material Adjustment | 0015 | $-279.01 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Adjustment | 0012 | $-5,321.02 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Initial Payment | 0005 | $13,276.45 |
17428(31) | 0197 | Reinforcing Steel | Stockpiled Material Adjustment | 0017 | $-5,091.29 |
22873(09) | 0319 | Message Sign | Stockpiled Material Adjustment | 0029 | $-104,605.72 |
22873(09) | 0319 | Message Sign | Stockpiled Material Initial Payment | 0017 | $104,605.72 |
22873(09) | 0320 | Support Equipment | Stockpiled Material Initial Payment | 0017 | $13,986.88 |
22873(09) | 0320 | Support Equipment | Stockpiled Material Adjustment | 0029 | $-13,986.88 |
22873(09) | 0322 | Lane Control Sign | Stockpiled Material Adjustment | 0029 | $-47,663.32 |
22873(09) | 0322 | Lane Control Sign | Stockpiled Material Initial Payment | 0017 | $47,663.32 | Subtotals For Stockpile Payments | $75,069.31 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0028 | -1.0 | $2,000.00 | $-2,000.00 |
System Application of Liquidated Damages | 0029 | --1.0 | $2,000.00 | $2,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Milestone Adjust. (Prog. Est. Only) | 0010 | $420,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0011 | $-420,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0024 | $75,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0025 | $225,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $240,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0027 | $15,000.00 |
LD Adjustment (Prog. Est. Only) | 0028 | $2,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0028 | $210,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0029 | $-765,000.00 |
LD Adjustment (Prog. Est. Only) | 0029 | $-2,000.00 |
Milestone Adjust. (Prog. Est. Only) | 0029 | $750,000.00 | Subtotals For Contract Adjustments | $750,000.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
17428(28) | 0022 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-189,356.00 | $-189,356.00 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0010 | 291.07 | $-0.87 | $-253.67 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0020 | 1,662.80 | $2.86 | $4,766.42 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 237.32 | $2.86 | $680.28 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 97.30 | $2.65 | $258.48 |
17428(31) | 0136 | SUPERPAVE, TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 476.36 | $1.92 | $915.33 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 27.95 | $-1.39 | $-39.03 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0007 | -27.95 | $56.23 | $-1,571.63 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 377.70 | $-0.87 | $-329.17 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 295.82 | $-0.87 | $-257.81 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 2,019.57 | $0.13 | $275.67 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | 2,051.64 | $2.86 | $5,881.03 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0024 | 722.51 | $2.86 | $2,071.08 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0025 | 793.85 | $2.65 | $2,108.86 |
17428(31) | 0137 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0030 | 416.21 | $1.92 | $799.75 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0024 | 1,351.25 | $3.27 | $4,426.70 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0026 | 156.57 | $3.03 | $475.35 |
17428(31) | 0138 | SUPERPAVE, TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0030 | 347.01 | $2.19 | $762.03 |
17428(31) | 0142 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-2,058.44 | $-2,058.44 |
17428(31) | 0142 | P.C. CONCRETE FOR PAVEMENT | * Material Discrepancy Adjustments | 0029 | 1.00 | $-501.79 | $-501.79 |
17428(31) | 0178 | FENCE-STYLE CLF (6'HIGH, CLASS B) | * Material Discrepancy Adjustments | 0029 | 1.00 | $-1,157.59 | $-1,157.59 | Subtotals For Line Item Adjustments | $-172,104.15 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 496.00 | 396.00 | $15,000.00 | $0.00 | ||||
02 | Internal Milestone/SEC115-155N(807)SG | 120.00 | 120.00 | $1,500.00 | $0.00 | ||||
03 | Internal Milestone/OKCY-XTWN(009) | 06/01/2011 | 05/16/2011 | $10,000.00 | $0.00 |
Contract ID: | 100503 | Estimate Number: | 0031 | Primary JP: | 17428(28) | |||
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: OKCY-XTWN(009) | Project: 17428(28) | Category: 0100/ROADWAY - OKCY-XTWN(009) | ||||||||
0001 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 23,213.000 | 23,213.000 | 11,903.000 | 11,903.000 | $1.87 | $22,258.61 | $22,258.61 |
0002 | UNCLASSIFIED BORROW (TOPSOIL) | 202(D) 4781 | CY | 1,000.000 | 1,000.000 | -415.000 | 0.000 | $8.00 | $-3,320.00 | $0.00 |
0003 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 1.000 | $135,000.00 | $0.00 | $135,000.00 | |
0004 | TEMPORARY SLOPE DRAINS | 221(A) 2800 | LF | 162.000 | 162.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 4,550.000 | 4,550.000 | 8,934.000 | $1.70 | $0.00 | $15,187.80 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 315.000 | 315.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0007 | (PL)TEMPORARY INLET SEDIMENT FILTER | 221(H) 0450 | EA | 308.000 | 308.000 | 0.000 | $47.93 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 6,739.000 | 6,739.000 | 22,815.120 | $1.54 | $0.00 | $35,135.28 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 1.340 | 1.340 | 2.110 | $532.50 | $0.00 | $1,123.57 | |
0010 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 0.650 | 0.650 | 2.180 | 2.280 | $852.00 | $1,857.36 | $1,942.56 |
0011 | MOWING | 241 2832 | AC | 5.400 | 5.400 | 0.000 | $63.90 | $0.00 | $0.00 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 21,944.000 | 21,944.000 | 21,944.000 | $38.00 | $0.00 | $833,872.00 | |
0013 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 109,014.000 | 109,014.000 | 107,505.100 | $4.30 | $0.00 | $462,271.92 | |
0014 | CEMENT TREATED BASE | 317 4270 | SY | 14,985.000 | 14,985.000 | 14,255.230 | $9.55 | $0.00 | $136,137.45 | |
0015 | OPEN-GRADED PORTLAND CEMENT BASE | 319(B) 5254 | SY | 91,653.000 | 91,653.000 | 91,653.000 | $8.50 | $0.00 | $779,050.52 | |
0016 | SEPARATOR FABRIC | 325 5271 | SY | 276,759.000 | 276,759.000 | 276,759.000 | $1.25 | $0.00 | $345,948.75 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 100.000 | 100.000 | 0.000 | $35.00 | $0.00 | $0.00 | |
0018 | PRIME COAT | 408 5774 | GAL | 16,220.000 | 16,220.000 | 0.000 | $3.16 | $0.00 | $0.00 | |
0019 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 30,429.000 | 30,429.000 | 28,167.630 | $5.00 | $0.00 | $140,838.15 | |
0020 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 8,177.000 | 8,177.000 | 11,279.330 | $11.00 | $0.00 | $124,072.63 | |
0021 | CONT. REINF. P.C.C. PAVEMENT(PLACEMENT) | 414(C) 4425 | SY | 65,672.000 | 65,672.000 | 64,022.000 | $19.00 | $0.00 | $1,216,418.00 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 33,687.000 | 33,687.000 | 33,473.950 | $85.00 | $0.00 | $2,845,285.75 | |
0023 | TYPE 1 TERMINAL JOINT | 414(I) 5262 | EA | 2.000 | 2.000 | 0.000 | $950.00 | $0.00 | $0.00 | |
0024 | TYPE 2 TERMINAL JOINT | 414(I) 5264 | EA | 4.000 | 4.000 | 0.000 | $1,092.46 | $0.00 | $0.00 | |
0025 | TERMINAL JOINT SLEEPER SLAB | 414(J) 5263 | SY | 317.000 | 317.000 | 0.000 | $51.52 | $0.00 | $0.00 | |
0026 | PARAPET ORNAMENT | 504 6415 | EA | 24.000 | 24.000 | 9.000 | 24.000 | $1,000.00 | $9,000.00 | $24,000.00 |
0027 | 42" F-SHAPED PARAPET | 504(E) 6190 | LF | 5,408.000 | 5,408.000 | 5,064.000 | $39.00 | $0.00 | $197,496.00 | |
0028 | SPECIAL CONCRETE FINISH | 509 6152 | SY | 61,215.000 | 61,215.000 | 6,200.000 | 61,200.000 | $10.10 | $62,620.00 | $618,120.02 |
0029 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,213.000 | 1,213.000 | 1,213.000 | $145.03 | $0.00 | $175,921.39 | |
0030 | CLASS A CONCRETE(LONG. BAR. DES. 1-A) | 509(B) 0325 | CY | 835.000 | 835.000 | 835.000 | $175.34 | $0.00 | $146,408.90 | |
0031 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 3.420 | $266.25 | $0.00 | $910.58 | |
0032 | REINFORCING STEEL | 511(A) 0332 | LB | 79,756.000 | 79,756.000 | 79,756.000 | $1.10 | $0.00 | $87,731.60 | |
0033 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 201,700.000 | 201,700.000 | 201,700.000 | $0.99 | $0.00 | $199,683.00 | |
0034 | CONCRETE CURB (4" MNTBLE-INTEGRAL) | 609(A) 0287 | LF | 8,052.000 | 0.000 | 0.000 | $0.48 | $0.00 | $0.00 | |
0035 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 293.000 | 293.000 | 283.000 | $4.23 | $0.00 | $1,197.09 | |
0036 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 113.000 | 113.000 | 135.000 | $17.88 | $0.00 | $2,413.80 | |
0037 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 8,984.000 | 8,984.000 | 12,491.840 | $35.00 | $0.00 | $437,214.40 | |
0038 | INLET CI DES. 3 (STD) | 611(G) 5120 | EA | 2.000 | 2.000 | 2.000 | $4,579.50 | $0.00 | $9,159.00 | |
0039 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 30.000 | 30.000 | 31.000 | $434.14 | $0.00 | $13,458.34 | |
0040 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 102.000 | 102.000 | 102.000 | $852.48 | $0.00 | $86,952.96 | |
0041 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 45.000 | 45.000 | 48.000 | $56.45 | $0.00 | $2,709.60 | |
0042 |