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 01/21/16 EST. NO. 005 TIME 12:17 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/21/16 EST. NO. 005 TIME 12:17 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 01/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 12:17 PM ESTIMATE NO. 005 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 01/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 01/21/16 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 0.033 11,880.00 0.517 186,120 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.033 660.00 0.517 10,340 005 TEMPORARY RAILING (TYPE K) LF 50.0000 115,000.00 1,514.000 75,700 006 TEMPORARY CRASH CUSHION MODULE EA 220.0000 143,000.00 424.000 93,280 007 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.033 495.00 0.517 7,755 008 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 27,100.00 975.000 4,875 012 STREET SWEEPING LS 5,000.0000 5,000.00 0.033 165.00 0.517 2,585 013 TEMPORARY CONCRETE WASHOUT LS 2,400.0000 2,400.00 0.033 79.20 0.517 1,240 014 TEMPORARY FENCE (TYPE ESA) LF 3.0000 7,800.00 0.000 0 015 TREATED WOOD WASTE LB 0.2500 23,925.00 27,600.000 6,900 016 REMOVE GUARDRAIL LF 8.0000 51,040.00 2,721.500 21,772 017 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 34,560.00 482.330 5,787 018 REMOVE CULVERT (LF) LF 50.0000 1,550.00 15.000 750 019 REMOVE INLET EA 400.0000 2,000.00 3.000 1,200 020 REMOVE ASPHALT CONCRETE SURFACING SQFT 40.0000 30,000.00 184.000 7,360 021 SALVAGE METAL BRIDGE RAILING LF 20.0000 4,800.00 50.000 1,000 022 SALVAGE BRIDGE APPROACH GUARD RAILING LF 25.0000 3,675.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 12:17 PM ESTIMATE NO. 005 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 01/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 01/21/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.290 2,322.50 23.310 5,827 024 CLEARING AND GRUBBING (LS) LS 23,000.0000 23,000.00 0.500 11,500 025 ROADWAY EXCAVATION CY 500.0000 31,500.00 12.350 6,175.00 44.520 22,260 026 IMPORTED BORROW (CY) CY 220.0000 3,080.00 0.000 0 027 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.500 5,000 028 PRUNE EXISTING PLANTS LS 2,750.0000 2,750.00 0.200 550 029 RELOCATE IRRIGATION VALVES EA 460.0000 5,060.00 4.000 1,840 030 RELOCATE SPRINKLER ASSEMBLY EA 95.0000 1,520.00 3.000 285 031 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 50.000 250 (F) LINE) 033 3" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 4,200.00 60.000 600 (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 0.000 0 039 HOT MIX ASPHALT (TYPE A) TON 500.0000 65,000.00 30.000 15,000 040 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 4,350.00 0.000 0 041 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 7,900.00 0.000 0 042 PLACE HOT MIX ASPHALT SQYD 80.0000 6,640.00 0.000 0 (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 17.000 10,200 045 15" REINFORCED CONCRETE PIPE LF 235.0000 35,250.00 40.000 9,400 046 18" REINFORCED CONCRETE PIPE LF 1,350.0000 6,750.00 0.000 0 047 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 2.520 1,386 CONSTRUCTION) PROGRAM CAS145 PAGE 3 DATE 01/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 12:17 PM ESTIMATE NO. 005 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 01/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 01/21/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,956.000 2,934 (F) 051 GUARD RAILING DELINEATOR EA 16.0000 4,320.00 61.000 976 052 OBJECT MARKER (TYPE P) EA 80.0000 3,680.00 17.000 1,360 053 OBJECT MARKER (TYPE L-1) EA 60.0000 1,260.00 10.000 600 054 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 125,300.00 880.000 30,800 055 VEGETATION CONTROL SQYD 60.0000 229,200.00 0.000 0 (ASPHALT COMPOSITE) 056 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 40.0000 77,600.00 0.000 0 057 CONCRETE BARRIER LF 750.0000 346,500.00 222.360 166,770 (TRANSITION) 058 TRANSITION RAILING (TYPE STB) EA 4,400.0000 35,200.00 0.000 0 059 TRANSITION RAILING (TYPE WB-31) EA 4,600.0000 174,800.00 17.000 78,200 060 END CAP (TYPE A) EA 225.0000 225.00 0.000 0 061 END CAP (TYPE TC) EA 325.0000 2,275.00 0.000 0 062 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,950.0000 26,550.00 4.000 11,800 063 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,550.0000 28,050.00 7.000 17,850 064 CONCRETE BARRIER LF 760.0000 98,800.00 13.000 9,880.00 110.500 83,980 (TYPE 60SD MODIFIED) 065 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.033 16.50 0.517 258 SYSTEM ELEMENTS DURING CONSTRUCTION 066 LIGHTING AND SIGN ILLUMINATION LS 34,000.0000 34,000.00 0.500 17,000 PROGRAM CAS145 PAGE 4 DATE 01/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8304 TIME 12:17 PM ESTIMATE NO. 005 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 01/20/16 R.E. NAME: 2210 O'TOOLE AVE., SUITE 150 DATE OF THIS ESTIMATE 01/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 31,673.20 1,043,407.56 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 31,673.20 1,043,407.56 067 MOBILIZATION LS 270,000.0000 270,000.00 0.950 256,500 ORIGINAL CONTRACT AMOUNT 2,724,263.00 TOTAL WORK COMPLETED 31,673.20 1,299,907.56 MATERIALS ON HAND ON SITE 113,324.93 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 31,673.20 1,413,232.49 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 07/29/16 57 29 0 0 48% 48% PROGRESS IS SATISFACTORY 2210 O'TOOLE AVE., SUITE 150 RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/16