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 01/23/17 EST. NO. 010 TIME 11:16 AM R.E. NAME: DEVIN PORR 05-0T9804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0003 5,074.37 E.W. @ F.A.(+) 060116 Y 0004.1 0004 2,149.56 060116 Y 0006.1 0005 925.03 060216 Y 0007.1 8,148.96 TOTAL THIS ESTIMATE 46,123.94 TOTAL PREVIOUS ESTIMATE 54,272.90 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 01/23/17 EST. NO. 010 TIME 11:16 AM R.E. NAME: DEVIN PORR 05-0T9804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 11:16 AM ESTIMATE NO. 010 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 01/23/17 LOCATION PROGRESS ESTIMATE 05-SCR-17-8.3/9.4 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA CRUZ COUNTY NEAR SCOTTS 580 WEST BEACH STREET VALLEY FROM 0.4 MILE SOUTH OF WATSONVILLE CA 95076 SUGARLOAF ROAD TO 0.1 MILE SOUTH OF LAUREL ROAD FED. AID NO. HSNH-PG ( ) ,P017-110 (E ) SHOULDER WIDENING AND CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 250.0000 250.00 0.250 62.50 0.750 187 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 360,000.00 2.000 4,000.00 127.000 254,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.810 20,250 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.020 3,000.00 0.710 106,500 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5700 9,462.00 5,250.000 2,992 007 TEMPORARY PAVEMENT MARKER EA 11.4200 4,111.20 64.000 730 008 TEMPORARY TERMINAL SECTION (TYPE K) EA 5,532.4000 11,064.80 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,416.7400 8,416.74 0.020 168.33 0.710 5,975 010 TEMPORARY RAILING (TYPE K) LF 18.6200 80,066.00 0.000 0 011 QUICKCHANGE MOVEABLE BARRIER LF 332.6200 236,160.20 718.000 238,821 012 ARMORGUARD BARRIER SYSTEM LF 328.9000 207,207.00 308.000 101,301 013 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,400.0000 51,200.00 3.000 19,200 014 JOB SITE MANAGEMENT LS 23,882.1400 23,882.14 0.020 477.64 0.710 16,956 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 0.780 1,365 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 3.000 1,500.00 8.000 4,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 7,350.00 2.000 700 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 019 TEMPORARY DRAINAGE INLET PROTECTION EA 152.3000 1,675.30 14.000 2,132 020 STREET SWEEPING LS 10,000.0000 10,000.00 0.020 200.00 0.710 7,100 021 TEMPORARY CONCRETE WASHOUT LS 7,010.2300 7,010.23 0.690 4,837 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.7100 9,764.10 1,124.000 1,922 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 11:16 AM ESTIMATE NO. 010 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT (LF) LF 7.4000 2,146.00 0.000 0 024 ABANDON INLET EA 820.7100 820.71 0.000 0 025 REMOVE MARKER EA 10.0000 60.00 0.000 0 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 7,094.40 3,286.000 3,154 027 REMOVE PAVEMENT MARKER EA 1.4300 1,430.00 64.000 91 028 REMOVE ASPHALT CONCRETE DIKE LF 6.2500 1,812.50 275.000 1,718.75 793.000 4,956 029 REMOVE CULVERT (LF) LF 26.3100 4,998.90 190.000 4,998 030 REMOVE DOWNDRAIN (EA) EA 1,769.6900 5,309.07 1.000 1,769.69 2.000 3,539 031 REMOVE INLET EA 984.5100 984.51 2.000 1,969 032 RESET MILEPOST MARKER EA 40.0000 40.00 0.000 0 033 RESET CRASH CUSHION EA 3,916.5700 15,666.28 0.000 0 034 RESET ROADSIDE SIGN EA 200.0000 800.00 0.000 0 035 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 800.00 0.000 0 036 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 250.00 0.000 0 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4900 81,921.00 0.000 0 038 REMOVE CONCRETE BARRIER (TYPE 50) LF 11.2700 48,010.20 312.000 3,516 039 SAND BACKFILL CY 150.0000 5,100.00 0.000 0 040 CLEARING AND GRUBBING (LS) LS 257,084.1900 257,084.19 0.145 37,277.21 0.970 249,371 041 ROADWAY EXCAVATION CY 78.8300 81,194.90 1,423.680 112,228 042 ROADWAY EXCAVATION (TYPE Z-2) CY 233.4700 25,681.70 110.000 25,681 (AERIALLY DEPOSITED LEAD) 043 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 49,100.00 491.000 49,100 (F) 044 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 100.0000 27,900.00 279.000 27,900 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 108.0000 18,360.00 108.000 11,664 (F) 046 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 39.8500 637.60 16.000 637 (F) 047 HYDROMULCH SQFT 0.3100 2,619.50 0.000 0 048 COMPOST SOCK LF 12.4600 6,977.60 0.000 0 049 COMPOST SQFT 0.7700 6,506.50 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 11:16 AM ESTIMATE NO. 010 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 83.4500 30,876.50 375.500 31,335 051 PREPAVING INERTIAL PROFILER LS 2,500.0000 2,500.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 130.8000 47,088.00 415.610 54,361 053 HOT MIX ASPHALT-OPEN GRADED TON 122.2800 278,798.40 0.000 0 (OPEN GRADED FRICTION COURSE) 054 DATA CORE LS 300.0000 300.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.1000 4,047.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.1000 461.50 0.000 0 057 PLACE HOT MIX ASPHALT SQYD 75.0000 1,050.00 0.000 0 (MISCELLANEOUS AREA) 058 TACK COAT TON 773.0000 15,460.00 0.300 231 059 SOIL NAIL LF 53.5600 212,793.88 3,973.000 212,793 060 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 266.3500 165,137.00 625.000 166,468 061 STRUCTURAL CONCRETE, BRIDGE CY 1,300.0000 421,200.00 300.000 390,000 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 2,227.0600 80,174.16 1.530 3,407.40 15.310 34,096 (F) 063 BAR REINFORCING STEEL (BRIDGE) LB 0.9300 107,361.06 115,442.000 107,361 (F) 064 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1700 17,578.08 15,024.000 17,578 (F) 065 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1700 6,904.17 5,901.000 6,904 (F) (BRIDGE) 066 SCULPTED SHOTCRETE SQFT 6.8300 22,163.35 3,245.000 22,163 067 STRUCTURAL SHOTCRETE CY 755.3300 123,874.12 164.000 123,874 (F) 068 PREPARE AND STAIN SHOTCRETE SQFT 3.9400 12,785.30 2,500.000 9,850 069 18" ALTERNATIVE PIPE CULVERT LF 109.6200 281,723.40 14.000 1,534.68 313.000 34,311 070 24" ALTERNATIVE PIPE CULVERT LF 96.8100 61,958.40 28.000 2,710.68 616.000 59,634 071 CONCRETE BACKFILL (PIPE TRENCH) CY 207.0300 228,788.85 31.000 6,417.93 364.000 75,358 (F) 072 15" SLOTTED CORRUGATED STEEL PIPE LF 49.4600 71,222.40 0.000 0 (.079" THICK) 073 18" SLOTTED CORRUGATED STEEL PIPE LF 57.9400 2,317.60 40.000 2,317.60 40.000 2,317 (.079" THICK) 074 GEOCOMPOSITE DRAIN SQFT 2.1900 1,778.28 812.000 1,778 075 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 102.4600 11,270.60 0.000 0 (.079" THICK) 076 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 101.3400 12,160.80 120.000 12,160 (.079" THICK) PROGRAM CAS145 PAGE 4 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 11:16 AM ESTIMATE NO. 010 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 15" ENTRANCE TAPER EA 1,090.7700 1,090.77 0.000 0 078 15" ANCHOR ASSEMBLY EA 607.5300 607.53 0.000 0 079 24" ANCHOR ASSEMBLY EA 652.4300 652.43 1.000 652 080 48" CORRUGATED STEEL PIPE RISER LF 981.9600 7,855.68 0.000 0 (.079" THICK) 081 30" WELDED STEEL PIPE (0.5" THICK) LF 604.4600 157,159.60 0.000 0 TRENCHLESS CULVERT INSTALLATION 082 ROCK SLOPE PROTECTION CY 371.7700 11,896.64 10.100 3,754.88 21.200 7,881 (LIGHT, METHOD B) (CY) 083 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.6000 544.00 24.200 38.72 144.200 230 084 MISCELLANEOUS IRON AND STEEL LB 2.0900 14,924.69 239.000 499.51 2,390.000 4,995 (F) 085 ALTERNATIVE CRASH CUSHION SYSTEM EA 46,711.9000 46,711.90 0.000 0 086 CONCRETE BARRIER (TYPE 60) LF 64.9500 3,247.50 -12.000 -779.40 48.000 3,117 087 CONCRETE BARRIER (TYPE 60D) LF 79.3800 15,082.20 12.000 952.56 190.000 15,082 088 CONCRETE BARRIER (TYPE 60S) LF 22.6800 96,616.80 0.000 0 089 CONCRETE BARRIER (TYPE 736) LF 113.7000 49,459.50 50.000 5,685.00 435.000 49,459 (F) 090 THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,620.00 0.000 0 091 THERMOPLASTIC PAVEMENT MARKING SQFT 6.4300 4,629.60 0.000 0 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,450.00 0.000 0 (BROKEN 17-7) 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.7100 3,083.40 0.000 0 094 PAVEMENT MARKER EA 17.1400 3,085.20 0.000 0 (RETROREFLECTIVE-RECESSED) 095 LIGHTING LS 80,850.0000 80,850.00 0.280 22,638.00 0.280 22,638 PROGRAM CAS145 PAGE 5 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0T9804 TIME 11:16 AM ESTIMATE NO. 010 BID OPENING 11/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 99,351.68 2,761,418.83 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,148.96 54,272.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 107,500.64 2,815,691.73 096 MOBILIZATION LS 514,168.3900 514,168.39 1.000 514,168 ORIGINAL CONTRACT AMOUNT 5,141,683.95 TOTAL WORK COMPLETED 107,500.64 3,329,860.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 107,500.64 3,329,860.12 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 01/13/16 180 02/10/16 00/00/00 04/10/17 127 45 0 0 63% 71% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/11/16. DEVIN PORR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/17