Contract ID: | 100477 | Estimate Number: | 0019 | Contract No: | 610479 | |||
Residency: | GUYMON (06200) | Estimate Type: | Progressive | Account No: | 400600 | |||
Project Number(s): | SEC1302Y-133N(050)HP | ||||||||||||
Primary Job Piece No: | 13337(19) | ||||||||||||
Contract Description: | SURFACE US-287: FROM 1.0 MILE SOUTH OF THE SH-3/US-64 JUNCTION. PROJECT LENGTH = 2.215 MILES. | ||||||||||||
Primary County: | CIMARRON | ||||||||||||
Name of Road: | US-287 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
P.O. BOX 81409 | |||||||||||||
LINCOLN , NE 68501 | |||||||||||||
Surety Company: | BERKLEY REGIONAL INSURANCE COMPANY | ||||||||||||
Date Let: | 08/19/2010 | NTP Effective Date: | 01/03/2011 | Pay Period: | 04/01/2012 TO 05/31/2012 |
Date Awarded: | 09/07/2010 | Date Work Began: | 10/25/2010 | Original Contract Time: | 240 |
Date Contract Executed: | 09/16/2010 | Date Time Stopped: | Current Time Charged: | 243.00 | |
Date NTP Issued: | 09/21/2010 | Completion Date: | Current Time Allowed: | 243.00 | |
General Liability Expires: | 06/30/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 100.00 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $5,812,422.78 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,610,381.67 | Participating: | $5,659,204.10 | $5,627,701.41 | $31,502.69 | ||
Percent Complete: | 96.62 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $196,200.64 | Total Earnings: | $5,659,204.10 | $5,627,701.41 | $31,502.69 | ||
Unearned Balance: | $-5,840.47 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $5,659,204.10 | $5,627,701.41 | $31,502.69 | ||||
Other Adjustments: | $-42,981.96 | $-42,981.96 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $5,616,222.14 | $5,584,719.45 | $31,502.69 |
Contract ID: | 100477 | Estimate Number: | 0019 | Primary JP: | 13337(19) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Unclassified Borrow Price | Approved | 06/03/2011 | 0.0 | $-10,650.00 |
002 | Adding Special Provision for Pavement Smoothness | Approved | 06/08/2011 | 0.0 | $0.00 |
003 | Drums and Type C Lights | Approved | 06/06/2011 | 0.0 | $29,107.60 |
004 | Pavement Smoothness Deduction | Approved | 11/29/2011 | 0.0 | $-111,268.07 |
005 | Borrow and Asphalt Overrun | Approved | 03/05/2012 | 0.0 | $282,765.83 |
006 | Asphalt Binder and Vegetative Mulch | Approved | 03/05/2012 | 3.0 | $12,085.75 |
007 | Erosion Control | Pending | 0 | 0.0 | $3.23 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
13337(19) | 0036 | Beam guardrail | Stockpiled Material Initial Payment | 0009 | $21,493.75 |
13337(19) | 0036 | Beam guardrail | Stockpiled Material Adjustment | 0013 | $-21,493.75 |
13337(19) | 0037 | Type B Anchor Unit | Stockpiled Material Adjustment | 0013 | $-160.00 |
13337(19) | 0037 | Type B Anchor Unit | Stockpiled Material Initial Payment | 0009 | $160.00 |
13337(19) | 0038 | GET | Stockpiled Material Initial Payment | 0009 | $7,315.00 |
13337(19) | 0038 | GET | Stockpiled Material Adjustment | 0013 | $-7,315.00 |
13337(19) | 0039 | Type A Bridge Connection | Stockpiled Material Initial Payment | 0009 | $6,293.00 |
13337(19) | 0039 | Type A Bridge Connection | Stockpiled Material Adjustment | 0013 | $-6,293.00 |
13337(19) | 0070 | Impact Attenuator | Stockpiled Material Adjustment | 0017 | $-12,439.96 |
13337(19) | 0070 | Impact Attenuator | Stockpiled Material Initial Payment | 0013 | $12,439.96 | Subtotals For Stockpile Payments | $0.00 |
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 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-588.48 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 0.00 | $0.00 | $-9,889.81 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0003 | 0.00 | $0.00 | $-6,840.50 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 2,542.16 | $-0.87 | $-2,215.49 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 2,419.89 | $-0.87 | $-2,108.93 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 3,033.62 | $0.13 | $414.09 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * QAQC | 0010 | 0.00 | $0.00 | $-5,861.65 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 353.06 | $2.86 | $1,012.05 |
13337(19) | 0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | -1.90 | $2.02 | $-3.85 |
13337(19) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 442.11 | $-0.99 | $-440.34 |
13337(19) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 261.56 | $3.27 | $856.87 |
13337(19) | 0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 61.89 | $3.27 | $202.75 |
13337(19) | 0020 | P.C. CONCRETE FOR PAVEMENT | * QAQC | 0008 | 0.00 | $0.00 | $-11,656.53 |
13337(19) | 0020 | P.C. CONCRETE FOR PAVEMENT | * QAQC | 0017 | 0.00 | $0.00 | $1,584.70 |
13337(19) | 0020 | P.C. CONCRETE FOR PAVEMENT | * QAQC | 0018 | 0.00 | $0.00 | $-7,446.84 | Subtotals For Line Item Adjustments | $-42,981.96 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 100477 | Estimate Number: | 0019 | Primary JP: | 13337(19) | |||
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: SEC1302Y-133N(050)HP | Project: 13337(19) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $4,675.19 | $0.00 | $4,675.19 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 13,970.000 | 13,970.000 | 6,700.870 | $7.11 | $0.00 | $47,643.19 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 4,260.000 | 0.000 | 0.000 | $12.25 | $0.00 | $0.01 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4230 | CY | 8,400.000 | 8,400.000 | 8,397.580 | $2.75 | $0.00 | $23,093.36 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 200.000 | 200.000 | 0.000 | $1.59 | $0.00 | $0.00 | |
0006 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 2.000 | 2.000 | 0.000 | $159.49 | $0.00 | $0.00 | |
0007 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 56.000 | 56.000 | 0.000 | $7.44 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 59,389.000 | 59,389.000 | 0.000 | $1.81 | $0.00 | $0.00 | |
0009 | WATERING | 230(F) 2812 | KGAL | 4,752.000 | 4,752.000 | 0.000 | $6.38 | $0.00 | $0.00 | |
0010 | MOWING | 241 2832 | AC | 25.000 | 25.000 | 0.000 | $79.74 | $0.00 | $0.00 | |
0011 | STABILIZED SUBGRADE | 307(K) 4300 | SY | 99,649.000 | 99,649.000 | 99,649.000 | $5.13 | $0.00 | $511,199.38 | |
0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 50.000 | 50.000 | 0.000 | $66.43 | $0.00 | $0.00 | |
0013 | TACK COAT | 407(B) 0250 | GAL | 209.000 | 209.000 | 425.500 | $4.80 | $0.00 | $2,042.40 | |
0014 | PRIME COAT | 408 5774 | GAL | 15,222.000 | 19,747.000 | 19,731.000 | $4.75 | $0.00 | $93,722.25 | |
0015 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 15,616.000 | 17,516.000 | 17,501.070 | $57.58 | $0.00 | $1,007,711.61 | |
0016 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 617.000 | 617.000 | 765.560 | $81.75 | $0.00 | $62,584.53 | |
0017 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 21,970.000 | 21,970.000 | 21,563.000 | $0.26 | $0.00 | $5,606.38 | |
0018 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 27,361.000 | 27,361.000 | 27,361.000 | $4.15 | $0.00 | $113,548.14 | |
0019 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 56,851.000 | 56,851.000 | 56,851.000 | $8.85 | $0.00 | $503,131.35 | |
0020 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 21,363.000 | 21,363.000 | 19,990.280 | $93.32 | $0.00 | $1,865,492.93 | |
0021 | CLASS C CONCRETE | 509(D) 0325 | CY | 10.000 | 10.000 | 0.000 | $355.39 | $0.00 | $0.00 | |
0022 | INLET MEDIAN BARRIER, TYPE I, DES.1 | 611(G) 7126 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $2,387.55 | $0.00 | $2,387.55 |
0023 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 126.000 | 126.000 | 126.000 | $45.22 | $0.00 | $5,697.72 | |
0024 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 272.000 | 272.000 | 272.000 | $84.78 | $0.00 | $23,060.16 | |
0025 | 28" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4496 | LF | 212.000 | 212.000 | 212.000 | $77.40 | $0.00 | $16,408.80 | |
0026 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 1.000 | 1.000 | 1.000 | $605.49 | $0.00 | $605.49 | |
0027 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 2.000 | 2.000 | 2.000 | $2,764.77 | $0.00 | $5,529.54 | |
0028 | TYPE BB6 CULVERT END TREATMENT | 613(M) 7202 | EA | 2.000 | 2.000 | 2.000 | $4,419.66 | $0.00 | $8,839.32 | |
0029 | TYPE CC6 CULVERT END TREATMENT | 613(M) 7203 | EA | 2.000 | 2.000 | 2.000 | $5,672.88 | $0.00 | $11,345.76 | |
0030 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 18,082.000 | 18,082.000 | 17,588.220 | $4.52 | $0.00 | $79,498.74 | |
0031 | REMOVAL OF EXISTING STRUCTURES | 619(B) 4778 | EA | 1.000 | 1.000 | 1.000 | $20,082.69 | $0.00 | $20,082.69 | |
0032 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 534.000 | 534.000 | 528.000 | $3.63 | $0.00 | $1,916.64 | |
0033 | REMOVAL OF CURB | 619(B) 4791 | LF | 1,330.000 | 1,330.000 | 1,120.000 | $1.56 | $0.00 | $1,747.20 | |
0034 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 85.000 | 85.000 | 84.500 | $21.67 | $0.00 | $1,831.12 | |
0035 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 8.000 | 8.000 | 8.000 | $555.90 | $0.00 | $4,447.20 | |
0036 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 2,378.000 | 2,378.000 | 2,375.000 | $14.73 | $0.00 | $34,983.75 | |
0037 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 6030 | EA | 1.000 | 1.000 | 1.000 | $744.27 | $0.00 | $744.27 | |
0038 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 5.000 | 5.000 | 5.000 | $2,121.17 | $0.00 | $10,605.85 | |
0039 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 7.000 | 7.000 | 7.000 | $1,541.71 | $0.00 | $10,791.97 | |
0040 | GUARDRAIL BRIDGE CONNECTION-TYPE B | 623(I) 8680 | EA | 1.000 | 1.000 | 1.000 | $738.95 | $0.00 | $738.95 | |
0041 | CONCRETE LONGITUDINAL BARRIER, DESIGN 1 | 627(A) 4317 | LF | 166.000 | 390.000 | 390.000 | $155.67 | $0.00 | $60,711.30 | |
8000 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 0.000 | 16,260.000 | 16,523.970 | $9.75 | $0.00 | $161,108.71 | |
8002 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 0.000 | $-111,268.07 | $0.00 | $0.00 | |
8003 | ASPHALT BINDER PRICE ADJUSTMENT | 109 1150 | LSUM | 0.000 | 1.000 | 0.000 | $2,485.75 | $0.00 | $0.00 | |
8004 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 0.000 | 16.000 | 15.200 | $600.00 | $0.00 | $9,120.00 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $4,712,653.45 | ||||||||
Fed/State Project Number: SEC1302Y-133N(050)HP | Project: 13337(19) | Category: 0300/TRAFFIC TEMPORARY | ||||||||
0042 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 3,400.000 | 3,400.000 | 7,110.000 | $1.06 | $0.00 | $7,536.60 | |
0043 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 2,000.000 | 2,000.000 | 0.000 | $2.13 | $0.00 | $0.00 | |
0044 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,000.000 | 5,000.000 | 988.000 | $0.53 | $0.00 | $523.64 | |
0045 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 150.000 | 150.000 | 0.000 | $21.26 | $0.00 | $0.00 | |
0046 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 1,650.000 | 1,650.000 | 1,150.000 | $11.28 | $0.00 | $12,972.00 | |
0047 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,930.000 | 3,930.000 | 4,677.000 | $1.59 | $0.00 | $7,436.43 | |
0048 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 600.000 | 600.000 | 6,418.000 | $3.19 | $0.00 | $20,473.42 | |
0049 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 4,860.000 | 4,860.000 | 6,351.000 | $1.59 | $0.00 | $10,098.09 | |
0050 | CONSTRUCTIONBARRICADES(TYPE III) | 880(C) 8842 | SD | 720.000 | 720.000 | 5,490.000 | $2.13 | $0.00 | $11,693.70 | |
0051 | WING BARRICADES | 880(C) 8848 | SD | 480.000 | 480.000 | 2,809.000 | $2.13 | $0.00 | $5,983.17 | |
0052 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 720.000 | 8,500.000 | 13,044.000 | $1.06 | $0.00 | $13,826.64 | |
0053 | DRUMS | 880(F) 8878 | SD | 5,640.000 | 15,000.000 | 18,352.000 | $0.53 | $0.00 | $9,726.56 | |
0054 | CONES(36" LARGE) | 880(H) 8896 | SD | 14,250.000 | 14,250.000 | 14,753.000 | $0.53 | $0.00 | $7,819.09 | |
0055 | PORTABLE CHANGEABLE MESSAGE SIGN | 882(A) 8303 | EA | 4.000 | 4.000 | 4.000 | $17,543.53 | $0.00 | $70,174.12 | |
8001 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 15,000.000 | 18,266.000 | $1.06 | $0.00 | $19,361.96 | |
Subtotals For Category 0300/TRAFFIC TEMPORARY | $0.00 | $197,625.42 | ||||||||
Fed/State Project Number: SEC1302Y-133N(050)HP | Project: 13337(19) | Category: 0301/TRAFFIC PERMANENT | ||||||||
0056 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 18.000 | 18.000 | 14.000 | $425.30 | $0.00 | $5,954.20 | |
0057 | REINFORCING STEEL | 804(B) 2916 | LB | 4,424.000 | 4,424.000 | 3,961.000 | 3,961.000 | $1.33 | $5,268.13 | $5,268.13 |
0058 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 6.000 | 6.000 | 6.000 | $159.49 | $0.00 | $956.94 | |
0059 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 678.000 | 678.000 | 677.270 | $14.89 | $0.00 | $10,084.55 | |
0060 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 1,110.000 | 1,110.000 | 1,028.000 | 1,028.000 | $25.52 | $26,234.56 | $26,234.56 |
0061 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 168.000 | 168.000 | 117.730 | $48.91 | $0.00 | $5,758.17 | |
0062 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 96.000 | 96.000 | 84.200 | $63.79 | $0.00 | $5,371.12 | |
0063 | 8"@40 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3212 | LF | 124.000 | 124.000 | 114.030 | $69.11 | $0.00 | $7,880.61 | |
0064 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 203.000 | 203.000 | 214.510 | $27.64 | $0.00 | $5,929.06 | |
0065 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 764.000 | 764.000 | 928.000 | $10.63 | $0.00 | $9,864.64 | |
0066 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 58,402.000 | 58,402.000 | 67,787.000 | $0.64 | $0.00 | $43,383.68 | |
0067 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 9,355.000 | 9,355.000 | 6,438.000 | $1.33 | $0.00 | $8,562.54 | |
0068 | TRAFF. STRIPE(MULTI-POLY.)(24" WIDE) | 856(A) 8555 | LF | 24.000 | 24.000 | 178.000 | $42.53 | $0.00 | $7,570.34 | |
0069 | TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 856(B) 8525 | EA | 7.000 | 7.000 | 9.000 | $212.65 | $0.00 | $1,913.85 | |
0070 | (SP)IMPACT ATTENUATOR | 871(A) 8325 | EA | 1.000 | 1.000 | 1.000 | $13,822.18 | $0.00 | $13,822.18 | |
Subtotals For Category 0301/TRAFFIC PERMANENT | $31,502.69 | $158,554.57 | ||||||||
Fed/State Project Number: SEC1302Y-133N(050)HP | Project: 13337(19) | Category: 0302/ITS | ||||||||
0071 | (PL) GATE | 624(H) 5920 | EA | 6.000 | 6.000 | 6.000 | $6,841.98 | $0.00 | $41,051.88 | |
0072 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 610.000 | 610.000 | 1,760.000 | $18.95 | $0.00 | $33,352.00 | |
0073 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 4,390.000 | 4,390.000 | 3,227.000 | $6.32 | $0.00 | $20,394.64 | |
0074 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 12.000 | 12.000 | 22.000 | $368.41 | $0.00 | $8,105.02 | |
0075 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 20.160 | 20.160 | 24.250 | $631.57 | $0.00 | $15,315.57 | |
0076 | REINFORCING STEEL | 804(B) 2916 | LB | 3,150.000 | 3,150.000 | 3,080.000 | $1.68 | $0.00 | $5,174.40 | |
0077 | 40' MTG & 12' HLMA(G.STL.) | 806(C) 8926 | EA | 6.000 | 6.000 | 6.000 | $2,631.53 | $0.00 | $15,789.18 | |
0078 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 6.000 | 6.000 | 6.000 | $494.73 | $0.00 | $2,968.38 | |
0079 | SERVICE POLE | 810(A) 3118 | EA | 6.000 | 6.000 | 6.000 | $10,105.07 | $0.00 | $60,630.42 | |
0080 | 1/C NO.0 ELECTRICAL CONDUCTOR | 811 8032 | LF | 3,000.000 | 3,000.000 | 0.000 | $3.53 | $0.00 | $0.00 | |
0081 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 10,400.000 | 10,400.000 | 22,964.000 | $1.98 | $0.00 | $45,468.72 | |
0082 | SOLID STATE FLASHER CONTROLLER(TYPE I) | 827 8620 | EA | 6.000 | 6.000 | 6.000 | $989.46 | $0.00 | $5,936.76 | |
0083 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 126.000 | 126.000 | 111.660 | $46.31 | $0.00 | $5,170.98 | |
0084 | (SP)DYNAMIC MESSAGE SIGN SYSTEM | 887 8400 | LSUM | 1.000 | 1.000 | 1.000 | $101,050.72 | $0.00 | $101,050.72 | |
Subtotals For Category 0302/ITS | $0.00 | $360,408.67 | ||||||||
Fed/State Project Number: SEC1302Y-133N(050)HP | Project: 13337(19) | Category: 0600/STAKING | ||||||||
0085 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $77,893.27 | $0.00 | $70,103.95 | |
Subtotals For Category 0600/STAKING | $0.00 | $70,103.95 | ||||||||
Fed/State Project Number: SEC1302Y-133N(050)HP | Project: 13337(19) | Category: 0640/CONSTRUCTION | ||||||||
0086 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,530.83 | $0.00 | $2,648.12 | |
0087 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $125,000.00 | $0.00 | $125,000.00 | |
0088 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.750 | $42,946.56 | $0.00 | $32,209.92 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $159,858.04 | ||||||||
Subtotals For Project SEC1302Y-133N(050)HP /13337(19) | $31,502.69 | $5,659,204.10 |