Contract ID: | 110492 | Estimate Number: | 0021 | Contract No: | 710579 | |||
Residency: | MUSKOGEE (01100) | Estimate Type: | Progressive | Account No: | 400100 | |||
Project Number(s): | IMY-0040-6(370)233, IMY-0040-5(386)207, BRFY-NBIP(422) | ||||||||||||
Primary Job Piece No: | 20908(05) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION AND BRIDGE PAINTING I-40: FROM US-75 EXTEND EAST. PROJECT LENGTH = 6.347 MILES. | ||||||||||||
Primary County: | OKMULGEE | ||||||||||||
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: | 10/20/2011 | NTP Effective Date: | 01/09/2012 | Pay Period: | 11/01/2012 TO 11/15/2012 |
Date Awarded: | 11/07/2011 | Date Work Began: | 01/09/2012 | Original Contract Time: | 620 |
Date Contract Executed: | 11/17/2011 | Date Time Stopped: | Current Time Charged: | 270.00 | |
Date NTP Issued: | 11/28/2011 | Completion Date: | Current Time Allowed: | 620.00 | |
General Liability Expires: | 03/01/2013 | Workman's Comp Expires: | 03/01/2013 | Percent Time Used: | 43.55 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $24,656,790.59 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $24,494,383.94 | Participating: | $14,832,151.18 | $13,526,084.49 | $1,306,066.69 | ||
Percent Complete: | 61.14 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $9,581,532.69 | Total Earnings: | $14,832,151.18 | $13,526,084.49 | $1,306,066.69 | ||
Unearned Balance: | $9,419,126.04 | Stockpiled Materials: | $196,837.81 | $550,141.99 | $-353,304.18 | ||
Gross Earnings: | $15,028,988.99 | $14,076,226.48 | $952,762.51 | ||||
Other Adjustments: | $46,268.91 | $46,268.91 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $15,075,257.90 | $14,122,495.39 | $952,762.51 |
Contract ID: | 110492 | Estimate Number: | 0021 | Primary JP: | 20908(05) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Modifying typical section, and Earth Work Qtys | Approved | 07/02/2012 | 0.0 | $161,938.99 |
002 | Revise agg base and stabilization, add new deck repair item. | Approved | 08/07/2012 | 0.0 | $467.66 |
003 | Adding two new items Asph. Bind. Adj. & Smooth Bonus | Pending | 0 | 0.0 | $63,513.78 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Adjustment | 0013 | $-55,907.55 |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Adjustment | 0012 | $-108,875.94 |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Initial Payment | 0012 | $252,164.09 |
20908(05) | 0013 | MOH for SeparatorFabric | Stockpiled Material Adjustment | 0021 | $-87,380.60 |
20908(05) | 0013 | MOH for CTB | Stockpiled Material Adjustment | 0021 | $-251,749.05 |
20908(05) | 0013 | MOH for CTB | Stockpiled Material Initial Payment | 0020 | $251,749.05 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Initial Payment | 0012 | $85,648.37 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0021 | $-5,187.65 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0020 | $-38,268.98 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0019 | $-36,456.41 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0018 | $-3,176.70 |
20908(05) | 0014 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0013 | $-254.80 |
20908(05) | 0015 | MOH for TBSC | Stockpiled Material Initial Payment | 0020 | $45,487.35 |
20908(05) | 0021 | MOH for Epoxy Dowel | Stockpiled Material Initial Payment | 0012 | $132,300.00 |
20908(05) | 0021 | MOH for Epoxy Dowel | Stockpiled Material Adjustment | 0013 | $-99,745.63 |
20908(05) | 0021 | MOH for Epoxy Dowel | Stockpiled Material Adjustment | 0012 | $-32,554.37 |
20908(05) | 0022 | MOH for PC Concrete for Pavement | Stockpiled Material Initial Payment | 0020 | $73,925.17 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $0.00 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $0.00 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Initial Payment | 0017 | $85,251.45 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0018 | $-4,054.23 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Initial Payment | 0011 | $72,151.45 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0019 | $-4,603.80 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0021 | $-8,986.88 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0020 | $-5,281.76 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0014 | $-3,565.71 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $0.00 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $-85,251.45 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Closure | 0017 | $-58,679.26 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0017 | $-6,171.44 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0015 | $-4,092.82 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Adjustment | 0016 | $-5,813.66 |
20908(05) | 0048 | MOH For WWF | Stockpiled Material Initial Payment | 0012 | $85,251.45 |
21007(04) | 0138 | MOH for Separator Fabric | Stockpiled Material Adjustment | 0020 | $-39,010.18 |
21007(04) | 0138 | MOH for Separator Fabric | Stockpiled Material Initial Payment | 0012 | $57,978.30 | Subtotals For Stockpile Payments | $196,837.81 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
20908(05) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | -22,500.00 | $0.06 | $-1,495.13 |
20908(05) | 0011 | AGGREGATE BASE TYPE A | * Material Discrepancy Adjustments | 0012 | -4,698.88 | $1.09 | $-5,121.78 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0014 | 1.00 | $45,742.13 | $45,742.13 |
20908(05) | 0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | * QAQC | 0016 | 1.00 | $11,756.00 | $11,756.00 |
21007(04) | 0133 | AGGREGATE BASE TYPE B | * Material Discrepancy Adjustments | 0012 | -3,907.92 | $1.30 | $-5,080.30 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 5,456.50 | $0.88 | $4,825.73 |
21007(04) | 0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0013 | -90.00 | $63.95 | $-5,755.50 |
20908(05) | 8000 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | 21,034.74 | $0.06 | $1,397.76 | Subtotals For Line Item Adjustments | $46,268.91 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
01 | TIME 'B' BID | 01/09/2012 | NOT ENTERED | 485.00 DYS | $15,000.00 | N |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 110492 | Estimate Number: | 0021 | Primary JP: | 20908(05) | |||
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: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0100/ROADWAY IMY-0040-6(370)233 | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.600 | $5,000.00 | $0.00 | $3,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 18,000.000 | 22,500.000 | 0.000 | $6.83 | $0.00 | $0.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 17,000.000 | 0.000 | 0.000 | $6.71 | $0.00 | $0.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,500.000 | 2,500.000 | 122.000 | $1.76 | $0.00 | $214.72 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 650.000 | 650.000 | 32.000 | $6.39 | $0.00 | $204.48 | |
0006 | DITCH LINER PROTECTION | 229 4318 | LF | 860.000 | 860.000 | 0.000 | $1.60 | $0.00 | $0.00 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 183,261.000 | 183,261.000 | 0.000 | $1.04 | $0.00 | $0.00 | |
0008 | SEEDING METHOD B | 232(B) 2814 | AC | 40.420 | 40.420 | 0.000 | $213.00 | $0.00 | $0.00 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 40.420 | 40.420 | 0.000 | $372.75 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 138.000 | 138.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0011 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 52,534.000 | 52,534.000 | 28,197.680 | 54,809.060 | $21.85 | $616,119.31 | $1,197,577.96 |
0012 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 283,187.000 | 283,187.000 | 19,963.670 | 284,956.950 | $3.05 | $60,889.19 | $869,118.69 |
0013 | CEMENT TREATED BASE | 317 4270 | SY | 238,229.000 | 238,229.000 | 61,761.500 | 162,855.670 | $8.00 | $494,092.00 | $1,302,845.36 |
0014 | SEPARATOR FABRIC | 325 5271 | SY | 258,351.000 | 258,351.000 | 7,981.000 | 254,806.650 | $1.00 | $7,981.00 | $254,806.65 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 38,973.000 | 38,973.000 | 19,486.500 | $25.00 | $0.00 | $487,162.50 | |
0016 | PRIME COAT | 408 5774 | GAL | 102,989.000 | 102,989.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0017 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 769.000 | 769.000 | 0.000 | 512.170 | $76.25 | $0.00 | $39,052.96 |
0018 | COLD MILLING PAVEMENT | 412 5267 | SY | 14,662.000 | 14,662.000 | 13,900.110 | $3.75 | $0.00 | $52,125.41 | |
0019 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 91,183.000 | 91,183.000 | 0.000 | $0.26 | $0.00 | $0.00 | |
0020 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 100,122.000 | 100,122.000 | 78,319.690 | $5.00 | $0.00 | $391,598.45 | |
0021 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 131,709.000 | 131,709.000 | 65,912.510 | $9.00 | $0.00 | $593,212.59 | |
0022 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 66,095.000 | 66,095.000 | 0.000 | 36,090.620 | $78.00 | $0.00 | $2,815,068.36 |
0023 | CONCRETE PARAPET | 504(E) 1381 | LF | 32.000 | 32.000 | 0.000 | 16.000 | $213.00 | $0.00 | $3,408.00 |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 250.000 | 250.000 | 0.000 | $250.28 | $0.00 | $0.00 | |
0025 | INLET GPI TYPE 2 (DES. 10) | 611(G) 5336 | EA | 1.000 | 1.000 | 0.000 | $3,002.06 | $0.00 | $0.00 | |
0026 | INLET GPI TYPE 2 (DES. 11) | 611(G) 5337 | EA | 1.000 | 1.000 | 0.000 | $3,002.06 | $0.00 | $0.00 | |
0027 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 375.000 | 375.000 | 0.000 | $98.07 | $0.00 | $0.00 | |
0028 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 235.000 | 235.000 | 0.000 | $107.38 | $0.00 | $0.00 | |
0029 | 43" X 26" R.C.PIPE ARCH CLASS A-III | 613(A) 4498 | LF | 200.000 | 200.000 | 0.000 | $129.02 | $0.00 | $0.00 | |
0030 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(A) 4500 | LF | 141.000 | 141.000 | 0.000 | $171.18 | $0.00 | $0.00 | |
0031 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 2,780.000 | 2,780.000 | 2,720.000 | $20.88 | $0.00 | $56,793.60 | |
0032 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 2,400.000 | 2,400.000 | 0.000 | $7.71 | $0.00 | $0.00 | |
0033 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 1,600.000 | 1,600.000 | 0.000 | $7.71 | $0.00 | $0.00 | |
0034 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 10.000 | 10.000 | 0.000 | $969.18 | $0.00 | $0.00 | |
0035 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 2.000 | 2.000 | 0.000 | $1,211.41 | $0.00 | $0.00 | |
0036 | TYPE C4 CULVERT END TREATMENT | 613(M) 7188 | EA | 2.000 | 2.000 | 0.000 | $1,423.09 | $0.00 | $0.00 | |
0037 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 2.000 | 2.000 | 0.000 | $1,733.09 | $0.00 | $0.00 | |
0038 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 8.000 | 8.000 | 0.000 | $213.16 | $0.00 | $0.00 | |
0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $2,500.00 | $625.00 | $1,875.00 |
0040 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 143,532.000 | 143,532.000 | 130,155.610 | $2.10 | $0.00 | $273,326.78 | |
0041 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 70,920.000 | 70,920.000 | 61,520.710 | $1.50 | $0.00 | $92,281.07 | |
0042 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 5,640.000 | 5,640.000 | 5,640.000 | $1.07 | $0.00 | $6,034.80 | |
0043 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,352.000 | 5,352.000 | 0.000 | $2.67 | $0.00 | $0.00 | |
0044 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 4,500.000 | 4,500.000 | 2,587.500 | $17.09 | $0.00 | $44,220.38 | |
0045 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 6.000 | 6.000 | 2.000 | $431.33 | $0.00 | $862.66 | |
0046 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 14.000 | 14.000 | 9.000 | $2,662.50 | $0.00 | $23,962.50 | |
0047 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 5.000 | $1,810.50 | $0.00 | $9,052.50 | |
0048 | FENCE-STYLE WWF | 624(A) 4281 | LF | 46,540.000 | 46,540.000 | 3,990.000 | 21,609.000 | $5.86 | $23,381.40 | $126,628.74 |
8000 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 25,430.510 | 0.000 | 22,500.000 | $6.71 | $0.00 | $150,975.00 |
8003 | LIME PRETREATMENT | 307(G) 4260 | SY | 0.000 | 28,319.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
8004 | LIME | 307(D) 4230 | TON | 0.000 | 408.000 | 0.000 | $140.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY IMY-0040-6(370)233 | $1,203,087.90 | $8,795,409.16 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0200/BRIDGE 'A' IMY-0040-6(370)233 | ||||||||
0049 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 45.000 | 45.000 | 45.000 | 45.000 | $39.41 | $1,773.45 | $1,773.45 |
0050 | CLSM BACKFILL | 501(G) 6309 | CY | 32.200 | 32.200 | 32.200 | 32.200 | $165.08 | $5,315.58 | $5,315.58 |
0051 | APPROACH SLAB | 504(A) 1304 | SY | 192.000 | 192.000 | 96.000 | 96.000 | $308.85 | $29,649.60 | $29,649.60 |
0052 | SAW-CUT GROOVING | 504(B) 1305 | SY | 597.500 | 597.500 | 0.000 | $4.79 | $0.00 | $0.00 | |
0053 | CONCRETE PARAPET | 504(E) 1381 | LF | 78.000 | 78.000 | 0.000 | $213.00 | $0.00 | $0.00 | |
0054 | BRIDGE DECK CONCRETE OVERLAY | 505(A) 6065 | SY | 429.000 | 429.000 | 428.560 | 428.560 | $127.80 | $54,769.97 | $54,769.97 |
0055 | HYDRODEMOLITION | 505(E) 1000 | SY | 429.000 | 429.000 | 429.000 | $106.50 | $0.00 | $45,688.50 | |
0056 | CLASS C CONCRETE | 509(D) 1331 | CY | 1.000 | 1.000 | 0.000 | $1,171.50 | $0.00 | $0.00 | |
0057 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 32.000 | 32.000 | -45.650 | 0.000 | $4.26 | $-194.47 | $0.00 |
0058 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 80.000 | 0.000 | 85.000 | $18.11 | $0.00 | $1,539.35 |
0059 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 20.000 | 20.000 | 0.000 | 55.000 | $18.11 | $0.00 | $996.05 |
8005 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 0.000 | 2.500 | 2.500 | $425.15 | $0.00 | $1,062.88 | |
Subtotals For Category 0200/BRIDGE 'A' IMY-0040-6(370)233 | $91,314.13 | $140,795.38 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0201/BRIDGE 'B' IMY-0040-6(370)233 | ||||||||
0060 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 45.000 | 45.000 | 45.000 | $39.41 | $0.00 | $1,773.45 | |
0061 | CLSM BACKFILL | 501(G) 6309 | CY | 32.200 | 32.200 | 0.000 | 32.200 | $165.08 | $0.00 | $5,315.58 |
0062 | APPROACH SLAB | 504(A) 1304 | SY | 192.000 | 192.000 | 0.000 | 192.000 | $308.85 | $0.00 | $59,299.20 |
0063 | SAW-CUT GROOVING | 504(B) 1305 | SY | 597.500 | 597.500 | 597.440 | 597.440 | $4.79 | $2,861.74 | $2,861.74 |
0064 | CONCRETE PARAPET | 504(E) 1381 | LF | 78.000 | 78.000 | 0.000 | 78.000 | $213.00 | $0.00 | $16,614.00 |
0065 | BRIDGE DECK CONCRETE OVERLAY | 505(A) 6065 | SY | 429.000 | 429.000 | 0.000 | 429.000 | $127.80 | $0.00 | $54,826.20 |
0066 | HYDRODEMOLITION | 505(E) 1000 | SY | 429.000 | 429.000 | 429.000 | $106.50 | $0.00 | $45,688.50 | |
0067 | CLASS C CONCRETE | 509(D) 1331 | CY | 1.000 | 1.000 | 0.000 | 0.790 | $1,171.50 | $0.00 | $925.49 |
0068 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 32.000 | 32.000 | 32.000 | 32.000 | $4.26 | $136.32 | $136.32 |
0069 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 80.000 | 80.000 | 82.000 | 82.000 | $18.11 | $1,485.02 | $1,485.02 |
0070 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 20.000 | 20.000 | 42.000 | 42.000 | $18.11 | $760.62 | $760.62 |
8006 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 0.000 | 7.500 | 0.000 | $425.15 | $0.00 | $0.00 | |
Subtotals For Category 0201/BRIDGE 'B' IMY-0040-6(370)233 | $5,243.70 | $189,686.12 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0202/BRIDGE 'C' IMY-0040-6(370)233 | ||||||||
0071 | CONCRETE PARAPET | 504(E) 1381 | LF | 20.000 | 20.000 | 0.000 | $271.58 | $0.00 | $0.00 | |
0072 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 9.000 | 9.000 | 8.760 | $4.26 | $0.00 | $37.32 | |
0073 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 271.000 | 271.000 | 253.000 | $79.88 | $0.00 | $20,209.64 | |
Subtotals For Category 0202/BRIDGE 'C' IMY-0040-6(370)233 | $0.00 | $20,246.96 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0203/BRIDGE 'D' IMY-0040-6(370)233 | ||||||||
0074 | CONCRETE PARAPET | 504(E) 1381 | LF | 20.000 | 20.000 | 0.000 | 20.000 | $271.58 | $0.00 | $5,431.60 |
0075 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 9.000 | 9.000 | 9.000 | 9.000 | $4.26 | $38.34 | $38.34 |
0076 | REMOVAL OF EXISTING PARAPET | 619(B) 6252 | LF | 271.000 | 271.000 | 274.000 | $79.88 | $0.00 | $21,887.12 | |
Subtotals For Category 0203/BRIDGE 'D' IMY-0040-6(370)233 | $38.34 | $27,357.06 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0300/TRAFFIC CONTROL IMY-0040-6(370)233 | ||||||||
0077 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 327,500.000 | 327,500.000 | 123,011.000 | $0.02 | $0.00 | $2,460.22 | |
0078 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 14,560.000 | 14,560.000 | 3,105.000 | $0.43 | $0.00 | $1,335.15 | |
0079 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 164,500.000 | 164,500.000 | 46,378.000 | $0.05 | $0.00 | $2,318.90 | |
0080 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 1,680.000 | 1,680.000 | 0.000 | $2.13 | $0.00 | $0.00 | |
0081 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 1,120.000 | 1,120.000 | 7.000 | $5.33 | $0.00 | $37.31 | |
0082 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 36,400.000 | 36,400.000 | 29,216.000 | $26.00 | $0.00 | $759,616.00 | |
0083 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 36,400.000 | 36,400.000 | 29,216.000 | $3.25 | $0.00 | $94,952.00 | |
0084 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 45,500.000 | 45,500.000 | 3,105.000 | 61,913.000 | $0.11 | $341.55 | $6,810.43 |
0085 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 1,120.000 | 1,120.000 | 30.000 | 622.000 | $10.65 | $319.50 | $6,624.30 |
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 66,080.000 | 66,080.000 | 3,405.000 | 58,796.000 | $0.02 | $68.10 | $1,175.92 |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 35,840.000 | 35,840.000 | 945.000 | 19,446.000 | $0.27 | $255.15 | $5,250.42 |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 28,560.000 | 28,560.000 | 1,806.000 | 32,643.000 | $2.40 | $4,334.40 | $78,343.20 |
0089 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 23,520.000 | 23,520.000 | 540.000 | 11,635.000 | $1.07 | $577.80 | $12,449.45 |
0090 | WING BARRICADES | 880(C) 8848 | SD | 2,240.000 | 2,240.000 | 60.000 | 1,244.000 | $2.13 | $127.80 | $2,649.72 |
0091 | VERTICAL PANELS | 880(D) 8854 | SD | 182,000.000 | 182,000.000 | 4,170.000 | 69,176.000 | $0.01 | $41.70 | $691.76 |
0092 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 57,120.000 | 57,120.000 | 1,656.000 | 34,473.000 | $0.02 | $33.12 | $689.46 |
0093 | DRUMS | 880(F) 8878 | SD | 145,600.000 | 145,600.000 | 4,995.000 | 81,700.000 | $0.05 | $249.75 | $4,085.00 |
0094 | CHANNELIZER CONES | 880(G) 8890 | SD | 190,400.000 | 190,400.000 | 675.000 | 58,720.000 | $0.05 | $33.75 | $2,936.00 |
0095 | FLAGGER | 880(I) 8902 | SD | 30.000 | 30.000 | 0.000 | $372.75 | $0.00 | $0.00 | |
0096 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 1,300.000 | 1,300.000 | 336.000 | $52.42 | $0.00 | $17,613.12 | |
0097 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 4.000 | 4.000 | 4.000 | $15,975.00 | $0.00 | $63,900.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL IMY-0040-6(370)233 | $6,382.62 | $1,063,938.36 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0301/STRIPING & SIGNING IMY-0040-6(370)233 | ||||||||
0098 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 4.000 | 4.000 | 0.000 | $372.75 | $0.00 | $0.00 | |
0099 | REINFORCING STEEL | 804(B) 2916 | LB | 676.000 | 676.000 | 0.000 | $2.13 | $0.00 | $0.00 | |
0100 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 2.000 | 2.000 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0101 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 182.360 | 182.360 | 0.000 | $12.78 | $0.00 | $0.00 | |
0102 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 528.000 | 528.000 | 0.000 | $19.17 | $0.00 | $0.00 | |
0103 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 179.500 | 179.500 | 0.000 | $26.63 | $0.00 | $0.00 | |
0104 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 42.000 | 42.000 | 0.000 | $28.76 | $0.00 | $0.00 | |
0105 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 45.500 | 45.500 | 0.000 | $31.95 | $0.00 | $0.00 | |
0106 | 6"@25 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3209 | LF | 99.000 | 99.000 | 0.000 | $38.34 | $0.00 | $0.00 | |
0107 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 42.000 | 42.000 | 0.000 | $10.13 | $0.00 | $0.00 | |
0108 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 32.000 | 32.000 | 0.000 | $19.17 | $0.00 | $0.00 | |
0109 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 601.000 | 601.000 | 0.000 | $4.26 | $0.00 | $0.00 | |
0110 | 2 1/2" SQUARE TUBE POST | 851(C) 8330 | LF | 30.000 | 30.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0111 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 86.000 | 86.000 | 0.000 | $17.04 | $0.00 | $0.00 | |
0112 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 76,540.000 | 76,540.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0113 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 23,712.000 | 23,712.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0114 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,000.000 | 1,000.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
Subtotals For Category 0301/STRIPING & SIGNING IMY-0040-6(370)233 | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0304/CABLE BARRIER IMY-0040-6(370)233 | ||||||||
0115 | CLASS AA CONCRETE | 509(A) 0319 | CY | 142.000 | 142.000 | 0.000 | 177.520 | $266.25 | $0.00 | $47,264.70 |
0116 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 14,861.000 | 14,861.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0117 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 2.000 | 4.000 | $1,171.50 | $0.00 | $4,686.00 | |
0118 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 0.000 | $2,130.00 | $0.00 | $0.00 | |
0119 | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | 853 9066 | EA | 90.000 | 90.000 | 0.000 | $8.52 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER IMY-0040-6(370)233 | $0.00 | $51,950.70 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0600/STAKING IMY-0040-6(370)233 | ||||||||
0120 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.750 | $99,225.75 | $0.00 | $74,419.32 | |
Subtotals For Category 0600/STAKING IMY-0040-6(370)233 | $0.00 | $74,419.32 | ||||||||
Fed/State Project Number: IMY-0040-6(370)233 | Project: 20908(05) | Category: 0640/CONSTRUCTION IMY-0040-6(370)233 | ||||||||
0121 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $3,500.00 | $0.00 | $1,750.00 | |
0122 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $23,393.91 | $0.00 | $23,393.91 | |
0123 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $675,846.00 | $0.00 | $675,846.00 | |
0124 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.500 | $116,000.00 | $0.00 | $58,000.00 | |
Subtotals For Category 0640/CONSTRUCTION IMY-0040-6(370)233 | $0.00 | $758,989.91 | ||||||||
Subtotals For Project IMY-0040-6(370)233 /20908(05) | $1,306,066.69 | $11,122,792.97 |
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: IMY-0040-5(386)207 | Project: 21007(04) | Category: 0100/ROADWAY IMY-0040-5(386)207 | ||||||||
0125 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 0.000 | $5,000.00 | $0.00 | $0.00 | |
0126 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 28,585.000 | 35,731.250 | 0.000 | 19,249.400 | $7.83 | $0.00 | $150,722.80 |
0127 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 14,000.000 | 0.000 | 0.000 | $5.54 | $0.00 | $0.00 | |
0128 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 3,000.000 | 3,000.000 | 2,396.000 | $1.76 | $0.00 | $4,216.96 | |
0129 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 5.000 | 5.000 | 0.000 | $106.50 | $0.00 | $0.00 | |
0130 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 182.000 | 182.000 | 16.000 | $6.39 | $0.00 | $102.24 | |
0131 | SOLID SLAB SODDING | 230(A) 2806 | SY | 72,286.000 | 72,286.000 | 0.000 | $1.04 | $0.00 | $0.00 | |
0132 | MOWING | 241 2832 | AC | 14.940 | 14.940 | 0.000 | $106.50 | $0.00 | $0.00 | |
0133 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 25,724.000 | 0.000 | 0.000 | $25.94 | $0.00 | $0.00 | |
0134 | FLY ASH | 307(A) 4200 | TON | 7,616.000 | 0.000 | 0.000 | $34.00 | $0.00 | $0.00 | |
0135 | LIME | 307(D) 4230 | TON | 1,068.000 | 1,068.000 | 294.950 | $140.00 | $0.00 | $41,293.00 | |
0136 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 138,674.000 | 0.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
0137 | LIME PRETREATMENT | 307(G) 4260 | SY | 74,138.000 | 74,138.000 | 15,292.440 | $0.84 | $0.00 | $12,845.65 | |
0138 | SEPARATOR FABRIC | 325 5271 | SY | 123,563.000 | 123,563.000 | 94,381.280 | $1.00 | $0.00 | $94,381.28 | |
0139 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 13,632.000 | 13,632.000 | 6,816.000 | $25.00 | $0.00 | $170,400.00 | |
0140 | PRIME COAT | 408 5774 | GAL | 46,590.000 | 46,590.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0141 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 2,917.000 | 2,917.000 | 0.000 | $65.60 | $0.00 | $0.00 | |
0142 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 11,645.000 | 11,645.000 | 0.000 | 5,753.170 | $63.95 | $0.00 | $367,915.22 |
0143 | COLD MILLING PAVEMENT | 412 5267 | SY | 9,415.000 | 9,415.000 | 4,896.890 | $3.75 | $0.00 | $18,363.34 | |
0144 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 41,365.000 | 41,365.000 | 0.000 | $0.26 | $0.00 | $0.00 | |
0145 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 52,769.000 | 52,769.000 | 35,559.130 | $5.00 | $0.00 | $177,795.65 | |
0146 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 61,193.000 | 61,193.000 | 30,935.100 | $9.00 | $0.00 | $278,415.90 | |
0147 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 36,374.000 | 36,374.000 | 0.000 | 19,160.420 | $78.00 | $0.00 | $1,494,512.76 |
0148 | APPROACH SLAB | 504(A) 1304 | SY | 182.000 | 182.000 | 0.000 | 182.220 | $308.85 | $0.00 | $56,278.64 |
0149 | CONCRETE PARAPET | 504(E) 1381 | LF | 77.700 | 77.700 | 0.000 | 110.890 | $271.58 | $0.00 | $30,114.15 |
0150 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 40.000 | 40.000 | 0.000 | $98.36 | $0.00 | $0.00 | |
0151 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0450 | LF | 750.000 | 750.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
0152 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 250.000 | 250.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
0153 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 2.000 | 2.000 | 0.000 | $1,427.08 | $0.00 | $0.00 | |
0154 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 2.000 | 2.000 | 0.000 | $213.16 | $0.00 | $0.00 | |
0155 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 225.000 | 225.000 | 0.000 | $30.54 | $0.00 | $0.00 | |
0156 | TRENCH EXCAVATION | 613(V) 1180 | CY | 300.000 | 300.000 | 0.000 | $4.88 | $0.00 | $0.00 | |
0157 | REMOVAL OF BRIDGE ITEMS | 619(B) 2505 | EA | 2.000 | 2.000 | 2.000 | $8,520.00 | $0.00 | $17,040.00 | |
0158 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 15,112.000 | 15,112.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
0159 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 89,436.000 | 89,436.000 | 61,192.450 | $1.62 | $0.00 | $99,131.77 | |
0160 | SAWING PAVEMENT | 619(C) 0924 | LF | 6,000.000 | 6,000.000 | 0.000 | $2.67 | $0.00 | $0.00 | |
0161 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 6.000 | 6.000 | 2.000 | $1,810.50 | $0.00 | $3,621.00 | |
0162 | REMOVE AND RECONSTRUCT GUARDRAIL | 625(D) 1254 | LF | 2,931.000 | 2,931.000 | 1,007.530 | $14.91 | $0.00 | $15,022.27 | |
0163 | (PL)REMOVE & RESET G.E.T. GUARD RAIL END SECTION | 805(D) 8762 | EA | 9.000 | 9.000 | 3.000 | $798.75 | $0.00 | $2,396.25 | |
0164 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 73.000 | 73.000 | 0.000 | $17.04 | $0.00 | $0.00 | |
8001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 2,767.540 | 0.000 | $5.54 | $0.00 | $0.00 | |
8003 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 0.000 | 25,724.000 | 0.000 | 11,783.650 | $25.94 | $0.00 | $305,667.88 |
8006 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 0.000 | 138,674.000 | 0.000 | 76,329.940 | $2.68 | $0.00 | $204,564.24 |
Subtotals For Category 0100/ROADWAY IMY-0040-5(386)207 | $0.00 | $3,544,801.00 | ||||||||
Fed/State Project Number: IMY-0040-5(386)207 | Project: 21007(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING IMY-0040-5(386)207 | ||||||||
0165 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 42,366.000 | 42,366.000 | 0.000 | $0.43 | $0.00 | $0.00 | |
0166 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 13,152.000 | 13,152.000 | 0.000 | $0.53 | $0.00 | $0.00 | |
0167 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 1,600.000 | 1,600.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0168 | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | 856(A) 8548 | LF | 600.000 | 600.000 | 0.000 | $3.20 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING IMY-0040-5(386)207 | $0.00 | $0.00 | ||||||||
Fed/State Project Number: IMY-0040-5(386)207 | Project: 21007(04) | Category: 0304/CABLE BARRIER IMY-0040-5(386)207 | ||||||||
0169 | CLASS AA CONCRETE | 509(A) 0319 | CY | 103.000 | 103.000 | 0.000 | 59.520 | $266.25 | $0.00 | $15,847.20 |
0170 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 10,545.000 | 10,545.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
0171 | END ANCHORS | 628(C) 5110 | EA | 2.000 | 2.000 | 0.000 | $1,171.50 | $0.00 | $0.00 | |
0172 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 0.000 | $2,130.00 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER IMY-0040-5(386)207 | $0.00 | $15,847.20 | ||||||||
Subtotals For Project IMY-0040-5(386)207 /21007(04) | $0.00 | $3,560,648.20 |
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: BRFY-NBIP(422) | Project: 27034(04) | Category: 0200/BRIDGE 'A' BRFY-NBIP(422) | ||||||||
0173 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 28.000 | 28.000 | 0.000 | $1,597.50 | $0.00 | $0.00 | |
0174 | CLEANING AND PAINTING BRIDGE METAL RAIL | 512 6280 | LF | 439.167 | 439.167 | 435.000 | $67.90 | $0.00 | $29,536.51 | |
0175 | PAINTING EXISTING STRUCTURES | 512(A) 1323 | LSUM | 1.000 | 1.000 | 0.980 | $31,950.00 | $0.00 | $31,311.00 | |
0176 | COLLECTION AND HANDLING OF WASTE | 512(B) 6303 | LSUM | 1.000 | 1.000 | 0.750 | $95,850.00 | $0.00 | $71,887.50 | |
0177 | (PL)REPAIR BRIDGE ITEM (TYPE A) | 540 4515 | EA | 1.000 | 1.000 | 1.000 | $15,975.00 | $0.00 | $15,975.00 | |
0178 | (PL)REPAIR BRIDGE ITEM (TYPE B) | 540 4525 | EA | 1.000 | 1.000 | 0.000 | $15,975.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' BRFY-NBIP(422) | $0.00 | $148,710.01 | ||||||||
Subtotals For Project BRFY-NBIP(422) /27034(04) | $0.00 | $148,710.01 |