PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/22/16 EST. NO. 008 TIME 02:25 PM R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 04-1G8304 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0001 2,396.27 E.W. @ F.A.(+) 101315 N 0001 0 0002 5,637.70 010616 N 0002 0 0003 1,846.28 010516 N 0003 0 9,880.25 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 9,880.25 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/22/16 EST. NO. 008 TIME 02:25 PM R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 04-1G8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 02:25 PM ESTIMATE NO. 008 BID OPENING 06/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 04/22/16 LOCATION PROGRESS ESTIMATE 04-SM-280-R0.3/M27.1 ----------------- CORAL CONSTRUCTION COMPANY IN SAN MATEO COUNTY AT VARIOUS PO BOX 347 LOCATIONS WILSONVILLE OR 97070 FED. AID NO. HSNH-PIG (280) ,1- 1(142)E UPGRADE TO STANDARD THE EXISTING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.750 30,000 003 TRAFFIC CONTROL SYSTEM LS 360,000.0000 360,000.00 0.150 54,000.00 0.950 342,000 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.150 3,000.00 0.950 19,000 005 TEMPORARY RAILING (TYPE K) LF 50.0000 115,000.00 2,440.000 122,000 006 TEMPORARY CRASH CUSHION MODULE EA 220.0000 143,000.00 672.000 147,840 007 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.150 2,250.00 0.950 14,250 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 009 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 4,202.00 0.000 0 (BONDED FIBER MATRIX) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 3,300.00 24.000 2,400 011 TEMPORARY FIBER ROLL LF 5.0000 27,100.00 1,875.000 9,375 012 STREET SWEEPING LS 5,000.0000 5,000.00 0.150 750.00 0.950 4,750 013 TEMPORARY CONCRETE WASHOUT LS 2,400.0000 2,400.00 0.150 360.00 0.950 2,280 014 TEMPORARY FENCE (TYPE ESA) LF 3.0000 7,800.00 2,600.000 7,800 015 TREATED WOOD WASTE LB 0.2500 23,925.00 10,720.000 2,680.00 78,840.000 19,710 016 REMOVE GUARDRAIL LF 8.0000 51,040.00 5,656.250 45,250 017 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 34,560.00 1,401.000 16,812.00 2,748.330 32,979 018 REMOVE CULVERT (LF) LF 50.0000 1,550.00 20.000 1,000 019 REMOVE INLET EA 400.0000 2,000.00 4.000 1,600 020 REMOVE ASPHALT CONCRETE SURFACING SQFT 40.0000 30,000.00 750.000 30,000.00 934.000 37,360 021 SALVAGE METAL BRIDGE RAILING LF 20.0000 4,800.00 120.000 2,400 022 SALVAGE BRIDGE APPROACH GUARD RAILING LF 25.0000 3,675.00 73.500 1,837 PROGRAM CAS145 PAGE 2 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 02:25 PM ESTIMATE NO. 008 BID OPENING 06/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (CY) CY 250.0000 16,500.00 66.000 16,500 024 CLEARING AND GRUBBING (LS) LS 23,000.0000 23,000.00 0.150 3,450.00 1.000 23,000 025 ROADWAY EXCAVATION CY 500.0000 31,500.00 63.000 31,500 026 IMPORTED BORROW (CY) CY 220.0000 3,080.00 14.000 3,080 027 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.150 1,500.00 1.000 10,000 028 PRUNE EXISTING PLANTS LS 2,750.0000 2,750.00 1.000 2,750 029 RELOCATE IRRIGATION VALVES EA 460.0000 5,060.00 7.000 3,220 030 RELOCATE SPRINKLER ASSEMBLY EA 95.0000 1,520.00 8.000 760 031 CONTROL AND NEUTRAL CONDUCTORS LS 6,000.0000 6,000.00 0.500 3,000 (ARMOR-CLAD) 032 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 1,000.00 110.000 550 (F) LINE) 033 3" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 4,200.00 120.000 1,200 (F) (SUPPLY LINE) 034 8" CORRUGATED HIGH DENSITY LF 220.0000 6,600.00 0.000 0 POLYETHYLENE PIPE CONDUIT 035 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.1000 4,050.00 23,752.000 2,375 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8500 34,425.00 23,752.000 20,189 037 COMPOST SQFT 0.4500 18,225.00 23,752.000 10,688 038 CRACK TREATMENT LNMI 75,000.0000 7,500.00 0.100 7,500.00 0.100 7,500 039 HOT MIX ASPHALT (TYPE A) TON 500.0000 65,000.00 86.480 43,240.00 116.480 58,240 040 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 4,350.00 828.000 4,140.00 828.000 4,140 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 7,900.00 1,957.000 9,785.00 1,957.000 9,785 042 PLACE HOT MIX ASPHALT SQYD 80.0000 6,640.00 83.880 6,710.40 83.880 6,710 (MISCELLANEOUS AREA) 043 MINOR CONCRETE (MINOR STRUCTURE) CY 2,800.0000 39,200.00 14.790 41,412 (F) 044 MINOR CONCRETE (BACKFILL) CY 600.0000 12,600.00 23.000 13,800.00 40.000 24,000 045 15" REINFORCED CONCRETE PIPE LF 235.0000 35,250.00 150.000 35,250 046 18" REINFORCED CONCRETE PIPE LF 1,350.0000 6,750.00 5.000 6,750 047 12" CORRUGATED STEEL PIPE (.079" THICK) LF 400.0000 4,000.00 10.000 4,000 048 18" CORRUGATED STEEL PIPE (.079" THICK) LF 430.0000 4,300.00 10.000 4,300 049 MINOR CONCRETE (MISCELLANEOUS CY 550.0000 3,850.00 5.040 2,772 CONSTRUCTION) PROGRAM CAS145 PAGE 3 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 02:25 PM ESTIMATE NO. 008 BID OPENING 06/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS IRON AND STEEL LB 1.5000 4,401.00 2,608.000 3,912 (F) 051 GUARD RAILING DELINEATOR EA 16.0000 4,320.00 20.000 320.00 261.000 4,176 052 OBJECT MARKER (TYPE P) EA 80.0000 3,680.00 5.000 400.00 46.000 3,680 053 OBJECT MARKER (TYPE L-1) EA 60.0000 1,260.00 5.000 300.00 21.000 1,260 054 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 125,300.00 337.500 11,812.50 3,609.500 126,332 055 VEGETATION CONTROL SQYD 60.0000 229,200.00 2,621.000 157,260.00 2,621.000 157,260 (ASPHALT COMPOSITE) 056 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 40.0000 77,600.00 1,887.500 75,500 057 CONCRETE BARRIER LF 750.0000 346,500.00 423.250 317,437 (TRANSITION) 058 TRANSITION RAILING (TYPE STB) EA 4,400.0000 35,200.00 7.000 30,800 059 TRANSITION RAILING (TYPE WB-31) EA 4,600.0000 174,800.00 5.000 23,000.00 39.000 179,400 060 END CAP (TYPE A) EA 225.0000 225.00 2.000 450 061 END CAP (TYPE TC) EA 325.0000 2,275.00 4.000 1,300 062 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,950.0000 26,550.00 3.000 8,850.00 12.000 35,400 063 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,550.0000 28,050.00 2.000 5,100.00 12.000 30,600 064 CONCRETE BARRIER LF 760.0000 98,800.00 123.500 93,860 (TYPE 60SD MODIFIED) 065 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.150 75.00 0.950 475 SYSTEM ELEMENTS DURING CONSTRUCTION 066 LIGHTING AND SIGN ILLUMINATION LS 34,000.0000 34,000.00 1.000 34,000 PROGRAM CAS145 PAGE 4 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 02:25 PM ESTIMATE NO. 008 BID OPENING 06/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 407,094.90 2,275,097.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,880.25 9,880.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 416,975.15 2,284,977.91 067 MOBILIZATION LS 270,000.0000 270,000.00 1.000 270,000 ORIGINAL CONTRACT AMOUNT 2,724,263.00 TOTAL WORK COMPLETED 416,975.15 2,554,977.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 416,975.15 2,554,977.91 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/12/15 120 09/14/15 09/14/15 05/06/16 110 38 0 0 92% 92% PROGRESS IS SATISFACTORY 2210 O'TOOLE AVE., SUITE 150 RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/16