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 12/22/15 EST. NO. 018 TIME 10:25 AM R.E. NAME: PANDYA, NILESH 04-2A2504 --------------------------------------------------------------------------- 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 12/22/15 EST. NO. 018 TIME 10:25 AM R.E. NAME: PANDYA, NILESH 04-2A2504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A2504 TIME 10:25 AM ESTIMATE NO. 018 BID OPENING 04/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/22/15 LOCATION PROGRESS ESTIMATE 04-SCL-152-0.0/5.2 ----------------- BAY CITIES PAVING & GRADING ON ROUTE 152 SANTA CRUZ COUNTY LINE INC TO 0.17 MILES EAST OF INTERSECTION P O BOX 6227 WATSONVILLE ROAD CONCORD CA 94524 FED. AID NO. SSTP-S152(80)E ROAD REALIGN & CONSTRUCT RET WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,995.0000 4,995.00 1.000 4,995 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,800.0000 12,800.00 0.600 7,680 003 TIME-RELATED OVERHEAD (WDAY) WDAY 875.0000 437,500.00 298.000 260,750 004 CONSTRUCTION AREA SIGNS LS 38,324.0000 38,324.00 0.660 25,293 005 TRAFFIC CONTROL SYSTEM LS 112,000.0000 112,000.00 0.750 84,000 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.2500 4,147.50 565.000 2,966 007 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 29.4000 31,752.00 375.050 11,026 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 96,000.0000 96,000.00 1.000 96,000 011 TEMPORARY SIGNAL SYSTEM LS 85,600.0000 85,600.00 0.000 0 (LOCATIONS 2) 012 TEMPORARY SIGNAL SYSTEM LS 170,000.0000 170,000.00 1.000 170,000 (LOCATION 4) (STAGES 1 AND 2) 013 TEMPORARY SIGNAL SYSTEM LS 129,700.0000 129,700.00 0.000 0 (LOCATION 4) (STAGES 3 AND 4) 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,550.0000 33,550.00 0.750 25,162 015 TEMPORARY RAILING (TYPE K) LF 13.8000 253,920.00 8,360.000 115,368 016 TEMPORARY CRASH CUSHION MODULE EA 183.7500 12,127.50 66.000 12,127 017 TEMPORARY CRASH CUSHION MODULE EA 6,881.3500 399,118.30 24.000 165,152 (ABSORB 350 TL2) 018 JOB SITE MANAGEMENT LS 36,820.0000 36,820.00 0.750 27,615 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,310.0000 2,310.00 0.500 1,155 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 62,500.00 4.000 2,000.00 17.000 8,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 446.2500 33,468.75 9.000 4,016 022 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 12/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A2504 TIME 10:25 AM ESTIMATE NO. 018 BID OPENING 04/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 420.0000 4,200.00 5.000 2,100 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 23,650.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY COVER SQYD 10.5000 2,100.00 0.000 0 026 TEMPORARY CHECK DAM LF 5.2500 2,100.00 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 231.0000 17,094.00 34.000 7,854 028 TEMPORARY FIBER ROLL LF 4.0300 72,540.00 9,000.000 36,270 029 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 030 TEMPORARY SILT FENCE LF 4.4400 3,996.00 100.000 444 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 15,000.00 0.000 0 032 STREET SWEEPING LS 10,920.0000 10,920.00 0.750 8,190 033 TEMPORARY CONCRETE WASHOUT LS 7,875.0000 7,875.00 0.750 5,906 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0500 21,420.00 4,100.000 4,305.00 13,300.000 13,965 STRIPE (HAZARDOUS WASTE) 035 REMOVE METAL BEAM GUARD RAILING LF 14.8000 3,404.00 224.000 3,315 036 REMOVE FLARED END SECTION EA 396.0000 2,376.00 6.000 2,376 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8400 17,136.00 0.000 0 038 REMOVE PAVEMENT MARKER EA 1.0500 3,675.00 186.000 195 039 REMOVE ROADSIDE SIGN EA 110.2500 441.00 0.000 0 040 REMOVE CULVERT (LF) LF 26.1500 7,583.50 276.200 7,222 041 REMOVE INLET EA 402.0000 4,422.00 3.000 1,206 042 REMOVE HEADWALL EA 685.0000 2,740.00 2.000 1,370 043 RESET TEMPORARY CRASH CUSHION MODULE EA 1,500.0000 3,000.00 0.000 0 044 RELOCATE MAILBOX EA 262.5000 1,050.00 0.000 0 045 ADJUST INLET EA 1,500.0000 3,000.00 2.000 3,000 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0500 56,567.50 8,867.000 53,645 047 REMOVE CONCRETE BARRIER LF 32.3000 10,336.00 0.000 0 048 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 300.0000 900.00 2.240 672 049 RESET TEMPORARY RAILING (TYPE K) LF 10.1500 18,270.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A2504 TIME 10:25 AM ESTIMATE NO. 018 BID OPENING 04/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.800 80,000 051 ROADWAY EXCAVATION CY 35.7500 1,197,625.00 24,250.000 866,937 052 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 053 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 111.0000 856,143.00 2,477.000 274,947 (F) 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 50.0000 31,450.00 298.000 14,900 (F) 056 ROADSIDE CLEARING LS 35,000.0000 35,000.00 0.800 28,000 057 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 682.5000 4,095.00 5.000 3,412 058 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4100 35,957.00 51,134.000 20,964 059 HYDROMULCH SQFT 0.0300 7,170.00 186,030.390 5,580 060 FIBER ROLLS LF 6.1600 25,256.00 1,630.000 10,040 061 STRAW SQFT 0.0400 4,360.00 79,730.390 3,189 062 HYDROSEED SQFT 0.0600 14,340.00 186,030.390 11,161 063 COMPOST SQFT 0.1700 40,630.00 186,030.000 31,625 064 INCORPORATE MATERIALS SQFT 0.0600 2,520.00 41,930.000 2,515 065 CLASS 2 AGGREGATE BASE (CY) CY 43.7500 748,125.00 13,287.000 581,306 066 ASPHALT TREATED PERMEABLE BASE CY 172.6000 22,438.00 126.000 21,747 067 HOT MIX ASPHALT (TYPE A) TON 95.6000 1,319,280.00 8,978.000 858,296 068 HOT MIX ASPHALT (OPEN GRADED) TON 114.7000 295,926.00 2,050.080 235,144 069 CENTERLINE RUMBLE STRIP STA 68.4500 6,365.85 52.120 3,567 (HMA, GROUND-IN INDENTATION) 070 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.1500 11,685.00 1,590.000 9,778 071 LIQUID ASPHALT, SC-70 (PRIME COAT) TON 1,391.2500 11,130.00 7.400 10,295 072 TACK COAT TON 1,152.2500 63,373.75 37.360 43,048 073 SOIL NAIL LF 26.2500 1,234,143.75 12,428.000 326,235 074 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 075 MINOR CONCRETE (MINOR STRUCTURE) CY 872.0000 183,120.00 221.440 193,095 (F) 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A2504 TIME 10:25 AM ESTIMATE NO. 018 BID OPENING 04/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL SHOTCRETE CY 378.0000 336,798.00 336.000 127,008 (F) 078 SCULPTED SHOTCRETE CY 431.0000 634,432.00 483.000 208,173 (F) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2800 2,930.40 60.000 976 (0.063"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5900 2,638.50 75.000 1,319 (0.080"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.8400 2,284.00 100.000 2,284 (0.080"-FRAMED) 082 ROADSIDE SIGN - ONE POST EA 278.2500 10,017.00 8.000 2,226 083 ROADSIDE SIGN - TWO POST EA 561.7500 2,247.00 4.000 2,247 084 STAINING GALVANIZED SURFACES LF 14.7000 2,646.00 180.000 2,646 085 PREPARE AND STAIN SCULPTED SHOTCRETE SQFT 2.0000 91,716.00 0.000 0 086 ANTI-GRAFFITI COATING SQFT 1.0000 10,947.00 0.000 0 (F) 087 12" ALTERNATIVE PIPE CULVERT LF 48.3000 18,354.00 376.500 18,184 088 18" ALTERNATIVE PIPE CULVERT LF 57.1000 190,143.00 1,790.100 102,214 089 24" ALTERNATIVE PIPE CULVERT LF 100.2500 2,506.25 2.700 270 090 30" ALTERNATIVE PIPE CULVERT LF 109.2500 18,572.50 166.700 18,211 091 6" CORRUGATED STEEL PIPE (.079" THICK) LF 17.2500 2,587.50 146.800 2,532 092 42" X 29" CORRUGATED STEEL PIPE ARCH LF 259.0000 2,072.00 8.000 2,072 (.109" THICK) 093 3" PLASTIC PIPE (EDGE DRAIN) LF 8.3500 5,344.00 631.000 5,268 094 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 51.9500 4,675.50 90.000 4,675 095 36" CORRUGATED STEEL PIPE INLET LF 353.4500 38,879.50 30.750 10,868 (.109" THICK) 096 GRATED LINE DRAIN LF 66.0000 30,360.00 -35.600 -2,349.60 415.000 27,390 097 12" ALTERNATIVE FLARED END SECTION EA 449.6000 6,744.00 16.000 7,193 098 18" ALTERNATIVE FLARED END SECTION EA 509.2000 509.20 1.000 509 099 30" ALTERNATIVE FLARED END SECTION EA 806.2000 1,612.40 2.000 1,612 100 42" X 29" STEEL FLARED END PIPE ARCH EA 734.6000 1,469.20 2.000 1,469 SECTION 101 MINOR CONCRETE (BACKFILL) CY 125.7000 628.50 5.000 628 102 ROCK SLOPE PROTECTION CY 277.0000 3,324.00 13.050 3,614 (FACING, METHOD B) (CY) 103 CONCRETE (CONCRETE APRON) CY 315.0000 25,200.00 40.320 12,700 PROGRAM CAS145 PAGE 5 DATE 12/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A2504 TIME 10:25 AM ESTIMATE NO. 018 BID OPENING 04/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SLOPE PAVING (CONCRETE) CY 846.0000 11,844.00 1.000 846.00 9.000 7,614 105 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 950.00 38.000 950 106 MISCELLANEOUS IRON AND STEEL LB 2.5500 46,976.10 10,122.000 25,811 (F) 107 FRAME AND COVER EA 269.0000 1,614.00 2.000 538 108 MISCELLANEOUS METAL (SAFETY HOOK) LB 10.0000 38,190.00 2,890.000 28,900 (F) 109 DELINEATOR (CLASS 1) EA 49.3500 10,857.00 0.000 0 110 OBJECT MARKER EA 48.3000 821.10 0.000 0 111 CABLE RAILING (MODIFIED) LF 17.1000 62,397.90 0.000 0 (F) 112 TRANSITION RAILING (TYPE WB) EA 5,250.0000 10,500.00 2.000 10,500 113 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,660.9500 9,321.90 2.000 9,321 114 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 220.0000 802,780.00 1,661.000 365,420 115 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 355.0000 170,400.00 318.000 112,890 116 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 117 THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 34,816.00 32,464.800 22,076 118 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 430.50 999.000 1,048 119 THERMOPLASTIC PAVEMENT MARKING SQFT 4.2000 2,562.00 388.000 1,629 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 326.40 387.900 263 (BROKEN 12-3) 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9900 12,348.70 2,117.000 6,329 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.660 3,960 SYSTEM ELEMENTS DURING CONSTRUCTION 124 MODIFY VARIABLE MESSAGE SIGN LS 115,500.0000 115,500.00 0.950 109,725 125 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 126 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5300 27,878.00 23,041.000 12,211 127 TEMPORARY SIGNAL SYSTEM(LOCATION 3) LS 180,100.0000 180,100.00 1.000 180,100 128 TEMPORARY FENCE(TYPE FROG) LF 7.6000 145,920.00 8,828.000 67,092 129 REMOVE PAINTED TRAFFIC STRIPE LF 0.5300 29,203.00 0.000 0 130 REMOVE PAINTED PAVEMENT MARKING SQFT 3.1500 2,488.50 450.000 1,417 PROGRAM CAS145 PAGE 6 DATE 12/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A2504 TIME 10:25 AM ESTIMATE NO. 018 BID OPENING 04/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 200.0000 3,400.00 17.000 3,400 (F) 132 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 150.0000 5,550.00 37.000 5,550 (F) 133 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 410.0000 42,640.00 104.000 42,640 (F) 134 LEAN CONCRETE BACKFILL CY 285.0000 3,135.00 11.000 3,135 (F) 135 PREPAVING INERTIAL PROFILER LS 2,625.0000 2,625.00 0.000 0 136 DATA CORE LS 4,975.0000 4,975.00 0.750 3,731 137 STEEL SOLDIER PILE (HP 14 X 73) LF 27.0000 17,820.00 660.000 17,820 138 30" DRILLED HOLE LF 104.0000 63,856.00 614.000 63,856 139 STRUCTURAL CONCRETE, BARRIER SLAB CY 735.0000 63,945.00 87.000 63,945 (F) 140 TIMBER LAGGING MFBM 4,725.0000 17,010.00 3.600 17,010 (F) 141 CLEAN AND PAINT STEEL SOLDIER PILING LS 16,400.0000 16,400.00 1.000 16,400 142 CONCRETE BARRIER (TYPE 736) LF 208.0000 35,360.00 170.000 35,360 (F) 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4300 338,910.00 99,540.000 142,342 PROGRAM CAS145 PAGE 7 DATE 12/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A2504 TIME 10:25 AM ESTIMATE NO. 018 BID OPENING 04/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 12/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,801.40 6,756,618.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 244,440.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,801.40 7,001,058.63 145 MOBILIZATION LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 ORIGINAL CONTRACT AMOUNT 13,620,050.95 TOTAL WORK COMPLETED 4,801.40 8,301,058.63 MATERIALS ON HAND ON SITE 34,610.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,801.40 8,335,669.12 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 06/18/14 500 07/03/14 07/03/14 05/30/17 298 0 0 0 59% 60% PROGRESS IS SATISFACTORY PANDYA, NILESH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/15