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 11/16/16 EST. NO. 010 TIME 03:59 PM R.E. NAME: TRINH, JASON 04-2G8304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0019 3,034.56 E.W. @ F.A.(+) 071316 Y 0041.1 3,034.56 TOTAL THIS ESTIMATE 105,840.92 TOTAL PREVIOUS ESTIMATE 108,875.48 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 11/16/16 EST. NO. 010 TIME 03:59 PM R.E. NAME: TRINH, JASON 04-2G8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G8304 TIME 03:59 PM ESTIMATE NO. 010 BID OPENING 10/13/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 11/16/16 LOCATION PROGRESS ESTIMATE 04-ALA-13-8.8/ .0 ----------------- GRANITE CONSTRUCTION COMPANY IN ALAMEDA COUNTY, IN OAKLAND, ON COASTAL REGION ROUTE 13 NEAR BROADWAY TERRACE 715 COMSTOCK STREET SANTA CLARA CA 95054 FED. AID NO. STP- ER( ) ,19C1- 004--(E ) REPAIR SLOPE SLIDE WITH SOLDIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 250.0000 250.00 1.000 250 003 CONSTRUCTION AREA SIGNS LS 17,288.8200 17,288.82 1.000 17,288 004 TRAFFIC CONTROL SYSTEM LS 29,983.0900 29,983.09 1.000 29,983 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,000.0000 4,000.00 1.000 4,000 006 TEMPORARY RAILING (TYPE K) LF 37.0000 15,540.00 440.000 16,280 007 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,046.9300 5,046.93 1.000 5,046 008 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 475.0000 475.00 1.000 475 010 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 4,200.00 1,039.000 1,039 (BONDED FIBER MATRIX) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 1,800.00 3.000 1,800 012 TEMPORARY FIBER ROLL LF 5.0000 4,000.00 484.000 2,420 013 TEMPORARY REINFORCED SILT FENCE LF 10.0000 2,100.00 268.000 2,680 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,071.6000 4,143.20 2.000 4,143 015 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 016 TEMPORARY ACTIVE TREATMENT SYSTEM LS 7,500.0000 7,500.00 1.000 7,500 017 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 018 REMOVE CULVERT (LF) LF 80.0000 560.00 0.000 0 019 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 020 CULVERT SLURRY-CEMENT BACKFILL CY 150.0000 6,450.00 60.000 9,000 021 REMOVE STEEL CRIB WALL (PORTION) LS 31,387.1600 31,387.16 1.000 31,387 022 DEVELOP WATER SUPPLY LS 1,660.8500 1,660.85 1.000 1,660 PROGRAM CAS145 PAGE 2 DATE 11/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G8304 TIME 03:59 PM ESTIMATE NO. 010 BID OPENING 10/13/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 11/16/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 30.5200 15,870.40 650.000 19,838 024 STRUCTURE EXCAVATION (CRIB WALL) CY 112.7100 15,215.85 135.000 15,215 (F) 025 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 106.1900 48,635.02 458.000 48,635 (F) 026 STRUCTURE BACKFILL (CRIB WALL) CY 70.5700 9,103.53 129.000 9,103 (F) 027 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 76.7000 23,853.70 311.000 23,853 (F) 028 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 349.4000 30,397.80 87.000 30,397 (F) 029 LEAN CONCRETE BACKFILL CY 327.7100 32,115.58 98.000 32,115 (F) 030 ROADSIDE CLEARING LS 16,712.9900 16,712.99 1.000 16,712 031 SOIL AMENDMENT CY 200.0000 100.00 1.000 200 032 SLOW-RELEASE FERTILIZER LB 5.0000 25.00 5.000 25 033 PLANT (GROUP I) EA 10.0000 220.00 22.000 220 034 PLANT ESTABLISHMENT WORK LS 18,000.0000 18,000.00 0.080 1,440.00 0.300 5,400 035 WOOD MULCH CY 200.0000 300.00 2.000 400 036 FOLIAGE PROTECTOR EA 80.0000 1,760.00 22.000 1,760 037 1" WYE STRAINER ASSEMBLY EA 500.0000 500.00 1.000 500 038 RISER SPRINKLER ASSEMBLY EA 50.0000 1,100.00 22.000 1,100 039 CAM COUPLER ASSEMBLY EA 1,500.0000 1,500.00 1.000 1,500 040 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 2,030.00 203.000 2,030 (F) LINE) 041 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 16.0000 48.00 3.000 48 (F) LINE) 042 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 20.0000 1,320.00 66.000 1,320 (F) (SUPPLY LINE) 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 2.000 1,500 044 HYDROMULCH SQFT 0.2800 2,520.00 9,000.000 2,520 045 FIBER ROLLS LF 3.2300 15,084.10 2,700.000 8,721 046 HYDROSEED SQFT 0.3200 2,880.00 9,000.000 2,880 047 GROUND ANCHOR (SUBHORIZONTAL) EA 7,707.4300 107,904.02 14.000 107,904 048 STEEL CRIB WALL SQFT 76.3000 36,700.30 534.000 40,744 049 STEEL SOLDIER PILE (W 14 X 132) LF 92.5300 48,578.25 525.000 48,578 PROGRAM CAS145 PAGE 3 DATE 11/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G8304 TIME 03:59 PM ESTIMATE NO. 010 BID OPENING 10/13/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 11/16/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STEEL SOLDIER PILE (W 14 X 211) LF 143.4800 67,148.64 468.000 67,148 051 30" DRILLED HOLE LF 68.8700 69,834.18 1,014.000 69,834 052 STRUCTURAL CONCRETE, RETAINING WALL CY 1,163.6400 59,345.64 51.000 59,345 (F) 053 MINOR CONCRETE CY 358.7200 8,968.00 25.000 8,968 (F) 054 MINOR CONCRETE (MINOR STRUCTURE) CY 2,184.1800 10,920.90 5.000 10,920 (F) 055 BAR REINFORCING STEEL (RETAINING WALL) LB 5.4500 95,898.20 17,596.000 95,898 (F) 056 SCULPTED SHOTCRETE SQFT 34.2600 53,205.78 1,697.100 58,142 057 STRUCTURAL SHOTCRETE CY 454.4500 34,992.65 77.000 34,992 (F) 058 TIMBER LAGGING MFBM 2,423.5100 36,352.65 15.000 36,352 (F) 059 CLEAN AND PAINT STEEL SOLDIER PILING LS 32,574.6500 32,574.65 1.000 32,574 060 PREPARE AND STAIN SHOTCRETE SQFT 2.2000 3,416.60 1,697.100 3,733 061 ANTI-GRAFFITI COATING SQFT 1.2400 1,925.72 1,697.100 2,104 (F) 062 18" ALTERNATIVE PIPE CULVERT LF 85.4700 12,820.50 150.000 12,820 063 12" CORRUGATED STEEL PIPE (.079" THICK) LF 96.6900 1,353.66 14.000 1,353 064 GEOCOMPOSITE DRAIN SQFT 3.1300 1,959.38 1,231.000 3,853 065 FURNISH AND INSTALL DRAIN PIPE LF 7.1400 3,398.64 476.000 3,398 (HORIZONTAL DRAIN) 066 DRILL HOLE (HORIZONTAL DRAIN) LF 37.9700 13,289.50 350.000 13,289 067 36" CORRUGATED STEEL PIPE INLET LF 326.7900 3,267.90 10.000 3,267 (.109" THICK) 068 MINOR CONCRETE (GUTTER) (LF) LF 44.2400 3,760.40 85.000 3,760 069 MISCELLANEOUS IRON AND STEEL LB 2.9500 2,557.65 867.000 2,557 (F) 070 TEMPORARY FENCE (TYPE CL-6) LF 20.0000 8,400.00 0.000 0 071 CHAIN LINK RAILING (MODIFIED) LF 65.0000 5,590.00 86.000 5,590 (F) 072 CABLE RAILING (MODIFIED) LF 46.0000 3,956.00 86.000 3,956 (F) 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 074 CLEARING AND GRUBBING (LS) LS 60,000.0000 60,000.00 1.000 60,000 PROGRAM CAS145 PAGE 4 DATE 11/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2G8304 TIME 03:59 PM ESTIMATE NO. 010 BID OPENING 10/13/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 11/16/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,440.00 1,166,290.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,034.56 108,875.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,474.56 1,275,165.93 075 MOBILIZATION LS 120,000.0000 120,000.00 1.000 120,000 ORIGINAL CONTRACT AMOUNT 1,299,546.83 TOTAL WORK COMPLETED 4,474.56 1,395,165.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,474.56 1,395,165.93 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 12/17/15 80 01/28/16 01/28/16 05/25/17 191 27 35 0 98% 100% PROGRESS IS SATISFACTORY TRINH, JASON RESIDENT ENGINEER PROGRAM CAS145 DATE 11/16/16