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 03/24/14 EST. NO.10 TIME 10:16 AM R.E. NAME: NGUYEN, VERNON 04-2A4404 --------------------------------------------------------------------------- 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 0016 429.46 E.W. @ F.A.(+) 092313 N 0050.0 0019 327.06 092413 N 0053.0 0020 327.06 092513 N 0054.0 0022 327.06 100113 N 0056.0 0023 35.91 072913 N 0057.0 010 0001 607.62 E.W. @ F.A.(+) 090413 N 0072.0 0002 1,215.26 090513 N 0073.0 0003 303.81 090613 N 0074.0 014 0001 536,718.00 A.C. @ L.S.(+) 030614 N CCO 14 540,291.24 TOTAL THIS ESTIMATE 289,707.66 TOTAL PREVIOUS ESTIMATE 829,998.90 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 03/24/14 EST. NO.10 TIME 10:16 AM R.E. NAME: NGUYEN, VERNON 04-2A4404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -1,000.00 08 LABOR COMPLIANCE 1,000.00 10 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4404 TIME 10:16 AM ESTIMATE NO. 10 BID OPENING 01/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 03/24/14 LOCATION PROGRESS ESTIMATE 04-SCL-152-16.2/19.5 ----------------- PAVEX CONSTRUCTION DIVISION IN SANTA CLARA COUNTY ON ROUTE 152 411 WALKER STREET FROM 0.7 MILE EAST OF OLD LAKE RD WATERSONVILLE, CA 95076 TO 0.3 MILE EAST OF DUNNE LANE FED. AID NO. HSNH-P152(82) IMPROVE SIGHT DISTANCE, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250 002 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 21,280.00 3,334.000 23,338 003 TEMPORARY FENCE (WILDLIFE EXCLUSION) LF 14.5000 210,250.00 12,419.000 180,075 004 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.055 825.00 0.980 14,700 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 6.0000 17,400.00 1,060.000 6,360 007 TEMPORARY SILT FENCE LF 5.0000 2,000.00 665.000 3,325 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 3.000 7,500 009 TEMPORARY COVER SQYD 7.0000 7,000.00 10.000 70 010 TEMPORARY CHECK DAM LF 19.0000 3,420.00 10.000 190.00 105.000 1,995 011 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,400.00 15.000 3,000.00 18.000 3,600 012 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 40,000.00 11,753.000 23,506 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 2,500.0000 2,500.00 0.055 137.50 0.980 2,450 014 RAIN EVENT ACTION PLAN EA 500.0000 39,500.00 1.000 500.00 6.000 3,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 35.0000 1,750.00 1.000 35.00 1.000 35 017 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 0.055 19,250.00 0.980 343,000 018 CONSTRUCTION AREA SIGNS LS 6,900.0000 6,900.00 0.750 5,175 019 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.055 4,125.00 0.980 73,500 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3400 11,730.00 18,797.000 6,390 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.055 550.00 0.980 9,800 022 TEMPORARY RAILING (TYPE K) LF 11.0000 253,000.00 5,040.000 55,440 PROGRAM CAS145 PAGE 2 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4404 TIME 10:16 AM ESTIMATE NO. 10 BID OPENING 01/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 300.0000 147,000.00 168.000 50,400 024 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.055 137.50 0.809 2,022 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8900 13,083.00 14,700.000 13,083 STRIPE (HAZARDOUS WASTE) 026 ABANDON CULVERT LF 30.0000 1,410.00 47.000 1,410 027 REMOVE FENCE (TYPE BW) LF 3.0000 7,740.00 3,081.000 9,243 028 REMOVE FLARED END SECTION EA 350.0000 700.00 1.000 350 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.3900 19,188.00 15,743.000 6,139 030 REMOVE PAVEMENT MARKER EA 2.0000 1,280.00 631.000 1,262 031 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 600.00 0.000 0 032 REMOVE CULVERT LF 24.0000 3,600.00 61.000 1,464.00 64.000 1,536 033 REMOVE INLET EA 500.0000 2,000.00 4.000 2,000 034 REMOVE HEADWALL EA 600.0000 3,600.00 1.000 600.00 6.000 3,600 035 REMOVE BASE AND SURFACING CY 17.0000 9,010.00 0.000 0 036 RESET MAILBOX EA 650.0000 7,800.00 12.000 7,800 037 RELOCATE GATE EA 1,500.0000 3,000.00 2.000 3,000 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 21.0000 25,830.00 2,242.000 47,082 039 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 040 DEVELOP WATER SUPPLY LS 6,500.0000 6,500.00 0.055 357.50 0.981 6,376 041 ROADWAY EXCAVATION CY 16.0000 406,400.00 13,435.000 214,960 042 ROADWAY EXCAVATION (TYPE Z-2) CY 209.0000 39,710.00 0.000 0 (AERIALLY DEPOSITED LEAD) 043 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 044 SHOULDER BACKING TON 600.0000 5,400.00 48.690 29,214 045 STRUCTURE EXCAVATION (CULVERT) CY 90.0000 2,070.00 22.800 2,052 046 STRUCTURE EXCAVATION (RETAINING WALL) CY 18.0000 36,054.00 325.000 5,850 (F) 047 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 24.0000 79,752.00 4,023.000 96,552 (F) 048 STRUCTURE BACKFILL (CULVERT) CY 220.0000 2,420.00 10.400 2,288 049 STRUCTURE BACKFILL (RETAINING WALL) CY 47.0000 65,189.00 241.000 11,327 (F) PROGRAM CAS145 PAGE 3 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4404 TIME 10:16 AM ESTIMATE NO. 10 BID OPENING 01/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 65.0000 14,690.00 0.000 0 (F) 051 SOIL NAIL ASSEMBLY LF 24.0000 482,160.00 23,711.000 569,064 052 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 3.0000 210.00 77.200 231 CLASS B2 053 ROADSIDE CLEARING LS 8,200.0000 8,200.00 1.000 8,200 054 EROSION CONTROL (COMPOST BLANKET) CY 60.0000 13,200.00 40.000 2,400.00 40.000 2,400 055 FIBER ROLLS LF 3.1600 24,016.00 2,050.000 6,478.00 2,050.000 6,478 056 COMPOST (INCORPORATE) SQYD 7.8500 34,854.00 2,018.000 15,841.30 2,018.000 15,841 057 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 5,400.00 1.000 900.00 1.000 900 058 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 37,440.00 71,708.000 8,604.96 71,708.000 8,604 059 ROLLED EROSION CONTROL PRODUCT SQFT 0.6500 6,201.00 19,602.000 12,741.30 19,602.000 12,741 (NETTING) 060 CLASS 4 AGGREGATE SUBBASE CY 11.0000 121,000.00 809.723 8,906.95 4,409.723 48,506 061 CLASS 2 AGGREGATE BASE CY 66.0000 6,468.00 98.000 6,468 062 LEAN CONCRETE BASE CY 78.0000 440,700.00 535.380 41,759.64 1,682.380 131,225 063 CRACK TREATMENT LNMI 55,000.0000 16,500.00 0.600 33,000 064 HOT MIX ASPHALT TON 80.0000 1,544,000.00 -232.000 -18,560.00 6,505.030 520,402 065 HOT MIX ASPHALT (OPEN GRADED) TON 119.0000 312,970.00 394.440 46,938 066 SHOULDER RUMBLE STRIP STA 66.0000 3,828.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 067 CENTERLINE RUMBLE STRIP STA 66.0000 4,884.00 16.000 1,056 (HMA, GROUND-IN INDENTATIONS) 068 DATA CORE LS 1,500.0000 1,500.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 810.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,270.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 225.00 0.000 0 072 TACK COAT TON 1,500.0000 18,000.00 1.980 2,970 073 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 29,750.00 39.000 33,150 (F) 074 STRUCTURAL CONCRETE, BOX CULVERT CY 4,900.0000 17,150.00 3.500 17,150 (F) 075 STRUCTURAL CONCRETE, WING WALL CY 1,200.0000 8,400.00 6.400 7,680 076 MINOR CONCRETE CY 106.0000 11,660.00 4.700 498.20 32.100 3,402 PROGRAM CAS145 PAGE 4 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4404 TIME 10:16 AM ESTIMATE NO. 10 BID OPENING 01/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 37,800.00 3.330 5,994.00 20.180 36,324 (F) 078 MINOR CONCRETE (BACKFILL) CY 125.0000 4,500.00 32.500 4,062 (F) 079 ARCHITECTURAL TREATMENT SQFT 2.0000 42,890.00 26,945.000 53,890 (F) (TEXTURED SHOTCRETE) 080 BAR REINFORCING STEEL LB 3.0000 4,860.00 1,640.000 4,920 (F) 081 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4400 208,152.00 159,250.000 229,320 (F) 082 SHOTCRETE CY 500.0000 468,500.00 1,142.000 571,000 (F) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 403.00 0.000 0 (0.063"-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 322.00 0.000 0 (0.080"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 375.00 0.000 0 (0.080"-FRAMED) 086 ROADSIDE SIGN - ONE POST EA 245.0000 1,715.00 0.000 0 087 ROADSIDE SIGN - TWO POST EA 575.0000 575.00 0.000 0 088 PREPARE AND STAIN SHOTCRETE SQFT 4.0000 85,780.00 26,945.000 107,780 (F) 089 18" ALTERNATIVE PIPE CULVERT LF 125.0000 66,250.00 526.000 65,750 090 24" ALTERNATIVE PIPE CULVERT LF 155.0000 79,050.00 10.000 1,550.00 196.000 30,380 091 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 4,250.00 43.000 5,375 (.109" THICK) 092 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 125.0000 8,625.00 1.000 125.00 10.000 1,250 (.109" THICK) 093 36" CORRUGATED STEEL PIPE INLET LF 700.0000 2,100.00 3.000 2,100.00 3.000 2,100 (.109" THICK) 094 6" WELDED STEEL PIPE (.134" THICK) LF 30.0000 420.00 0.000 0 095 18" ALTERNATIVE FLARED END SECTION EA 500.0000 6,000.00 10.000 5,000 096 24" ALTERNATIVE FLARED END SECTION EA 550.0000 4,400.00 5.000 2,750 097 ROCK SLOPE PROTECTION CY 250.0000 50,000.00 165.600 41,400 (FACING, METHOD B) 098 ROCK SLOPE PROTECTION CY 800.0000 960.00 0.000 0 (NO. 2, METHOD B) 099 GABION CY 200.0000 260,000.00 175.000 35,000 100 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 4,640.00 649.800 1,299 101 MINOR CONCRETE (MISCELLANEOUS CY 3,000.0000 60,000.00 3.840 11,520.00 19.430 58,290 (F) CONSTRUCTION) 102 MISCELLANEOUS IRON AND STEEL LB 2.0000 8,646.00 4,087.000 8,174.00 4,323.000 8,646 (F) 103 SAFETY HOOKUP LB 9.0000 21,024.00 2,336.000 21,024 (F) PROGRAM CAS145 PAGE 5 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4404 TIME 10:16 AM ESTIMATE NO. 10 BID OPENING 01/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FENCE (TYPE WM, METAL POST) LF 8.0000 18,240.00 2,481.000 19,848.00 2,481.000 19,848 105 METAL BEAM GUARD RAILING (WOOD POST) LF 36.0000 2,700.00 50.000 1,800.00 50.000 1,800 106 TRANSITION RAILING (TYPE WB) EA 4,600.0000 13,800.00 3.000 13,800.00 3.000 13,800 107 END ANCHOR ASSEMBLY (TYPE SFT) EA 1.0000 3.00 3.000 3.00 3.000 3 108 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 8,700.00 3.000 8,700.00 3.000 8,700 109 ALTERNATIVE CRASH CUSHION EA 21,000.0000 21,000.00 0.000 0 110 CONCRETE BARRIER (TYPE 60) LF 270.0000 11,610.00 0.000 0 111 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 231.0000 592,284.00 2,552.000 589,512 (F) 112 THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,400.00 6,400.000 6,400 113 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 2,600.00 0.000 0 114 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,960.00 166.000 664 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 HIGHWAY PLANTING LS 4,000.0000 4,000.00 0.000 0 117 PLANT (GROUP W) EA 10.0000 5,650.00 0.000 0 118 PLANT ESTABLISHMENT WORK LS 9,600.0000 9,600.00 0.000 0 119 IRRIGATION SYSTEM LS 5,000.0000 5,000.00 0.000 0 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 DESTROY WELL LS 8,000.0000 8,000.00 1.000 8,000 PROGRAM CAS145 PAGE 6 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A4404 TIME 10:16 AM ESTIMATE NO. 10 BID OPENING 01/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 184,355.85 4,779,257.46 ADJUSTMENT OF COMPENSATION 536,718.00 536,718.00 EXTRA WORK 3,573.24 293,280.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 724,647.09 5,609,256.36 122 MOBILIZATION LS 483,321.0000 483,321.00 1.000 483,321 ORIGINAL CONTRACT AMOUNT 7,884,557.00 TOTAL WORK COMPLETED 724,647.09 6,092,577.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 725,647.09 6,092,577.36 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 04/18/13 431 06/12/13 06/12/13 03/27/14 175 0 0 0 67% 41% PROGRESS IS SATISFACTORY NGUYEN, VERNON RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/14