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 01/18/19 EST. NO. 009 TIME 05:22 PM R.E. NAME: SANDHU, KHARAKBIR 04-4G1154 --------------------------------------------------------------------------- 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 0004 2,239.60 E.W. @ F.A.(+) 082418 N 0030.0 0005 629.27 091018 N 0031.0 0006 771.08 091718 N 0032.0 0007 3,630.00 092118 N 0033.0 0008 1,328.41 101918 N 0034.0 0009 1,082.06 080718 N 0044.0 0010 605.38 101818 N 0045.0 0011 7,670.14 092718 N 0054.0 0012 7,812.92 101518 N 0055.0 0013 2,043.61 062218 N 0025.0 011 0005 2,891.84 E.W. @ F.A.(+) 101918 N 0043.0 0006 69.18 051418 N 0007.1 012 0003 5,665.59 E.W. @ F.A.(+) 092018 N 0058.0 013 0001 2,537.30 E.W. @ F.A.(+) 081418 N 0028.0 0002 2,661.25 082418 N 0029.0 0003 1,435.65 090718 N 0035.0 0004 4,266.56 091018 N 0036.0 0005 2,864.70 091818 N 0037.0 0006 2,591.85 081118 N 0039.0 0007 2,968.18 110518 N 0040.0 0008 3,213.41 110818 N 0041.0 0009 849.09 091818 N 0042.0 0010 2,490.55 101218 N 0046.0 0011 4,944.59 102518 N 0047.0 0012 1,537.47 080818 N 0026.0 0013 1,158.39 080918 N 0027.0 018 0001 2,853.82 E.W. @ F.A.(+) 103018 N 0048.0 0002 824.16 110618 N 0049.0 0003 6,503.29 111618 N 0050.0 0004 1,251.99 111618 N 0051.0 0005 2,194.87 120518 N 0052.0 83,586.20 TOTAL THIS ESTIMATE 66,359.77 TOTAL PREVIOUS ESTIMATE 149,945.97 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 01/18/19 EST. NO. 009 TIME 05:22 PM R.E. NAME: SANDHU, KHARAKBIR 04-4G1154 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1154 TIME 05:22 PM ESTIMATE NO. 009 BID OPENING 12/05/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/19 R.E. NAME: SANDHU, KHARAKBIR DATE OF THIS ESTIMATE 01/18/19 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-680-R6.8/R21.8 ----------------------- BAY CITIES PAVING & GRADING, IN AND NEAR FREMONT, PLEASANTON, INC. AND DUBLIN, FROM SOUTH OF VARGAS 1450 CIVIC CT #400 BLDG B ROAD TO NORTH OF ALCOSTA CONCORD CA 94520 BOULEVARD. RAMP METERING FED. AID NO. ACIM- 680-1(80)E RAMP METERING & TRAFFIC OPERATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,090.0000 2,090.00 1.000 2,090 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,500.0000 8,500.00 0.050 425.00 0.950 8,075 003 TIME-RELATED OVERHEAD (LS) LS 243,850.0000 243,850.00 0.020 4,877.00 0.950 231,657 004 CONSTRUCTION AREA SIGNS LS 40,150.0000 40,150.00 0.700 28,105 005 TRAFFIC CONTROL SYSTEM LS 181,225.0000 181,225.00 0.020 3,624.50 0.950 172,163 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 22.0000 5,060.00 79.000 1,738.00 303.000 6,666 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2100 31,702.00 6,945.000 8,403.45 14,802.000 17,910 008 CHANNELIZER (SURFACE MOUNTED) EA 38.5000 924.00 15.000 577.50 22.000 847 009 TEMPORARY PAVEMENT MARKER EA 11.0000 5,170.00 68.000 748 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,320.0000 18,320.00 0.050 916.00 0.980 17,953 011 TEMPORARY RAILING (TYPE K) LF 19.0000 190,000.00 8,652.000 164,388 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,400.0000 22,000.00 5.000 22,000 013 TEMPORARY CRASH CUSHION MODULE EA 192.5000 16,555.00 61.000 11,742 014 JOB SITE MANAGEMENT LS 44,500.0000 44,500.00 0.030 1,335.00 0.960 42,720 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,475.0000 2,475.00 0.750 1,856 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 2.000 1,000.00 7.000 3,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 242.0000 6,292.00 3.000 726.00 5.000 1,210 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 019 TEMPORARY HYDRAULIC MULCH SQYD 0.8700 3,593.10 1,500.000 1,305 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 9.0000 4,950.00 0.000 0 021 TEMPORARY CHECK DAM LF 6.4000 192.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 308.0000 9,548.00 31.000 9,548 PROGRAM CAS145 PAGE 2 DATE 01/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1154 TIME 05:22 PM ESTIMATE NO. 009 BID OPENING 12/05/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/19 R.E. NAME: SANDHU, KHARAKBIR DATE OF THIS ESTIMATE 01/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.7600 15,207.60 415.000 1,145 024 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 025 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 026 STREET SWEEPING LS 13,640.0000 13,640.00 0.050 682.00 0.980 13,367 027 TEMPORARY CONCRETE WASHOUT LS 5,500.0000 5,500.00 1.000 5,500 028 TREATED WOOD WASTE LB 0.2800 240.80 860.000 240 029 NOISE MONITORING LS 5,060.0000 5,060.00 1.000 5,060 030 TEMPORARY HIGH-VISIBILITY FENCE LF 2.4600 29,028.00 7,500.000 18,450 031 CLEARING AND GRUBBING (LS) LS 44,000.0000 44,000.00 1.000 44,000 032 ROADWAY EXCAVATION CY 49.6000 624,960.00 12,600.000 624,960 033 ROADWAY EXCAVATION (TYPE COM) CY 32.2000 17,710.00 550.000 17,710 034 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.9000 134,160.00 2,400.000 134,160 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) CY 89.6500 236,676.00 2,640.000 236,676 (F) 036 PERVIOUS BACKFILL MATERIAL CY 98.2000 8,543.40 87.000 8,543 (F) 037 DITCH EXCAVATION CY 115.6500 3,469.50 30.000 3,469 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 039 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6200 13,950.00 32,736.000 20,296 040 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4900 735.00 0.000 0 041 HYDROMULCH SQFT 0.0400 2,288.00 100,060.000 4,002.40 100,060.000 4,002 042 FIBER ROLLS LF 2.6700 7,796.40 1,200.000 3,204 043 STRAW SQFT 0.0700 2,436.00 34,720.000 2,430.40 34,720.000 2,430 044 HYDROSEED SQFT 0.0900 5,283.00 100,060.000 9,005.40 100,060.000 9,005 045 COMPOST (CY) CY 880.0000 1,056.00 0.000 0 046 INCORPORATE MATERIALS SQFT 1.1600 232.00 0.000 0 047 CLASS 2 AGGREGATE SUBBASE CY 62.1500 324,423.00 5,212.000 323,925 048 CLASS 2 AGGREGATE BASE (CY) CY 68.3000 198,070.00 2,936.000 200,528 049 LEAN CONCRETE BASE CY 247.5000 155,925.00 615.000 152,212 PROGRAM CAS145 PAGE 3 DATE 01/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1154 TIME 05:22 PM ESTIMATE NO. 009 BID OPENING 12/05/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/19 R.E. NAME: SANDHU, KHARAKBIR DATE OF THIS ESTIMATE 01/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PRIME COAT TON 1,290.0000 21,930.00 0.000 0 051 HOT MIX ASPHALT (TYPE A) TON 89.5000 306,090.00 47.010 4,207.40 3,894.580 348,564 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 109.5000 330,690.00 3,067.700 335,913 053 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.5000 855.00 235.000 1,057.50 235.000 1,057 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.5000 9,945.00 2,321.000 10,444.50 2,321.000 10,444 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.5000 2,115.00 471.000 2,119.50 471.000 2,119 057 PLACE HOT MIX ASPHALT SQYD 134.0000 2,680.00 20.000 2,680.00 20.000 2,680 (MISCELLANEOUS AREA) 058 TACK COAT TON 1,110.0000 17,760.00 12.440 13,808 059 REMOVE ASPHALT CONCRETE DIKE LF 0.7000 245.00 345.000 241 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.6000 55,104.00 9,840.000 55,104 061 FURNISH PILING (CLASS 90) LF 34.6500 651,766.50 18,810.000 651,766 (ALTERNATIVE W) 062 DRIVE PILE (CLASS 90) EA 1,224.3000 511,757.40 418.000 511,757 (ALTERNATIVE W) 063 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,320.0000 33,000.00 25.000 33,000 PILE (SIGN FOUNDATION) 064 STRUCTURAL CONCRETE, RETAINING WALL CY 957.0000 981,882.00 1,026.000 981,882 (F) 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,844.0000 119,448.00 41.950 119,305 066 MINOR CONCRETE (DITCH) CY 883.0000 15,011.00 0.000 0 (F) 067 MINOR CONCRETE (BACKFILL) CY 400.0000 7,200.00 17.700 7,080 068 FRACTURED RIB TEXTURE SQFT 17.6000 105,336.00 5,985.000 105,336 (F) 069 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1600 228,201.00 196,725.000 228,201 (F) 070 FURNISH SIGN STRUCTURE (TRUSS) LB 4.6200 63,617.40 13,770.000 63,617 (F) 071 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5500 7,573.50 13,770.000 7,573 (F) 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 073 12" ALTERNATIVE PIPE CULVERT LF 131.5500 23,679.00 170.000 22,363 074 18" ALTERNATIVE PIPE CULVERT LF 95.8000 123,582.00 1,290.000 123,582 075 18" CORRUGATED STEEL PIPE (.064" THICK) LF 87.3000 12,222.00 139.000 12,134 076 12" ALTERNATIVE FLARED END SECTION EA 525.0000 525.00 1.000 525 PROGRAM CAS145 PAGE 4 DATE 01/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1154 TIME 05:22 PM ESTIMATE NO. 009 BID OPENING 12/05/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/19 R.E. NAME: SANDHU, KHARAKBIR DATE OF THIS ESTIMATE 01/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE FLARED END SECTION EA 551.0000 3,857.00 7.000 3,857 078 ABANDON CULVERT (LF) LF 62.8000 15,072.00 22.000 1,381.60 236.000 14,820 079 REMOVE CULVERT (LF) LF 118.2500 36,657.50 280.000 33,110 080 REMOVE INLET EA 834.2000 11,678.80 14.000 11,678 081 REMOVE MANHOLE EA 1,634.0000 1,634.00 1.000 1,634 082 REMOVE FLARED END SECTION (EA) EA 438.0000 3,504.00 8.000 3,504 083 MODIFY DRAINAGE STRUCTURE EA 10,111.4000 10,111.40 1.000 10,111 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 SAND BACKFILL CY 325.0000 4,875.00 15.000 4,875 086 CONCRETE (CHANNEL LINING) CY 16,478.0000 3,295.60 0.200 3,295 087 ROCK SLOPE PROTECTION CY 1,040.0000 17,680.00 17.000 17,680 (20 LB, CLASS I, METHOD B) (CY) 088 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.6000 752.40 99.000 752 089 DETECTABLE WARNING SURFACE SQFT 22.0000 528.00 0.000 0 090 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 11.6000 110,084.00 1,645.000 19,082.00 9,490.000 110,084 091 MINOR CONCRETE (CURB, SIDEWALK AND CY 2,051.0000 12,306.00 0.000 0 CURB RAMP) 092 REMOVE CONCRETE CY 36.1500 6,434.70 177.360 6,411 (CURB, GUTTER, AND SIDEWALK) (CY) 093 MISCELLANEOUS IRON AND STEEL LB 1.3600 13,205.60 9,710.000 13,205 094 DELINEATOR (CLASS 1) EA 38.5000 26,950.00 624.000 24,024.00 624.000 24,024 095 GUARD RAILING DELINEATOR EA 22.0000 506.00 8.000 176 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 2,640.00 243.000 2,673 097 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 098 OBJECT MARKER (TYPE K-1) EA 38.5000 231.00 6.000 231.00 6.000 231 099 OBJECT MARKER (TYPE L-1) EA 44.0000 176.00 0.000 0 100 REMOVE ROADSIDE SIGN EA 88.0000 880.00 4.000 352.00 4.000 352 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.9300 8,275.20 255.000 3,297.15 255.000 3,297 (0.063"-UNFRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 864.00 64.000 864.00 64.000 864 (0.080"-UNFRAMED) 103 ROADSIDE SIGN - ONE POST EA 302.5000 6,655.00 21.000 6,352.50 21.000 6,352 PROGRAM CAS145 PAGE 5 DATE 01/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1154 TIME 05:22 PM ESTIMATE NO. 009 BID OPENING 12/05/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/19 R.E. NAME: SANDHU, KHARAKBIR DATE OF THIS ESTIMATE 01/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 88.0000 5,104.00 12.000 1,056.00 12.000 1,056 METHOD) 105 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 44.0000 18,920.00 17.000 748.00 430.000 18,920 106 VEGETATION CONTROL (MINOR CONCRETE) SQYD 81.7000 26,144.00 320.000 26,144.00 320.000 26,144 107 TRANSITION RAILING (TYPE WB-31) EA 4,510.0000 13,530.00 3.000 13,530 108 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,155.0000 2,310.00 2.000 2,310 109 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,070.0000 16,280.00 4.000 16,280 110 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,630.0000 3,630.00 1.000 3,630 111 CONCRETE BARRIER (TYPE 60) LF 154.0000 86,240.00 450.000 69,300 112 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 258.5000 69,795.00 270.000 69,795 113 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 132.0000 172,920.00 10.000 1,320.00 1,310.000 172,920 (F) 114 SALVAGE GUARDRAIL LF 11.0000 1,430.00 130.000 1,430 115 THERMOPLASTIC PAVEMENT MARKING SQFT 16.5000 17,490.00 78.000 1,287.00 1,224.000 20,196 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 3,905.00 121.000 332.75 1,420.000 3,905 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 117 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0300 30,603.00 11,195.000 33,920 (ENHANCED WET NIGHT VISIBILITY) 118 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 13,827.00 893.000 2,946.90 5,014.000 16,546 (ENHANCED WET NIGHT VISIBILITY) 119 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 120 RAMP METERING SYSTEM LS 698,775.0000 698,775.00 0.226 157,923.15 0.901 629,596 121 RECTANGULAR RAPID FLASHING BEACON LS 55,000.0000 55,000.00 0.079 4,345.00 0.839 46,145 122 CHANGEABLE MESSAGE SIGN SYSTEM LS 171,600.0000 171,600.00 0.165 28,314.00 0.984 168,854 123 CLOSED CIRCUIT TELEVISION SYSTEM LS 357,775.0000 357,775.00 0.005 1,788.88 0.600 214,665 124 TEMPORARY LIGHTING SYSTEM LS 85,750.5000 85,750.50 1.000 85,750 125 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,078,282.7000 1,078,282.70 0.082 88,419.18 0.957 1,031,916 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 127 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 2.000 6,000.00 4.000 12,000 PROGRAM CAS145 PAGE 6 DATE 01/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1154 TIME 05:22 PM ESTIMATE NO. 009 BID OPENING 12/05/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/19 R.E. NAME: SANDHU, KHARAKBIR DATE OF THIS ESTIMATE 01/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 436,460.66 9,150,732.78 ADJUSTMENT OF COMPENSATION 0.00 1,747.93 EXTRA WORK 83,586.20 148,198.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 520,046.86 9,300,678.75 128 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 10,587,365.00 TOTAL WORK COMPLETED 520,046.86 10,300,678.75 MATERIALS ON HAND ON SITE -40,150.23 11,904.00 DEDUCTIONS 0.00 0.00 TOTAL 479,896.63 10,312,582.75 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 03/06/18 150 05/01/18 05/01/18 04/01/19 135 47 0 0 94% 90% PROGRESS IS SATISFACTORY SANDHU, KHARAKBIR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/18/19