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 11/18/20 EST. NO. 026 TIME 11:15 AM R.E. NAME: LEE, SUSHMA 03-0F3514 --------------------------------------------------------------------------- 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 0138-1 -949.82 E.W. @ F.A.(+) 092118 N 0142.2 DAO CORRECTING ENTRY -949.82 TOTAL THIS ESTIMATE 547,368.34 TOTAL PREVIOUS ESTIMATE 546,418.52 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 11/18/20 EST. NO. 026 TIME 11:15 AM R.E. NAME: LEE, SUSHMA 03-0F3514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHED NOT UPDATE -293,818.83 005 DEDUCT 25% SWPPP -393,137.28 006 RTN DEDUCT CPM SCHED 293,818.83 006 DEDUCT 25% MISS SCHD -250,896.59 007 RTN SWPPP DEDUCT 393,137.28 007 SUBCONTRACT VIOLATIO -18,940.17 008 DEDUCT FOR JENSEN -12,829.44 016 RTN SCHD -EST #7 250,896.59 016 MISSING CEM4401 2019 -10,000.00 020 MISSING CEM4401 2018 -10,000.00 020 MISSING FINAL CPM -3,000.00 021 RTRN MISSING CPM 3,000.00 023 RCVD CEM4401 2019 10,000.00 025 RCVD CEM4401 2020 10,000.00 025 0.00 -31,769.61 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 020 RCVD CEM2402 10,000.00 025 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/18 -2,000.00 004 RTN DEDUCT 8/18 2,000.00 007 PER LTR DATED 2/19 -10,000.00 010 RTN DEDUCT 2/19 10,000.00 012 0.00 0.00 TOTAL DEDUCTIONS 0.00 -31,769.61 PROGRAM CAS145 PAGE 1 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 LOCATION SEMI-FINAL ESTIMATE 03-SAC-99 ------------------- BAY CITIES PAVING & GRADING, IN SACRAMENTO COUNTY ON RT 51 AND INC. 99 AT VARIOUS LOCATIONS 1450 CIVIC CT BLDG B #400 CONCORD CA 94520 FED. AID NO. ACNH-X067(77)E INSTALL RAMP METERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 1.000 12,000 003 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 1.000 300,000 004 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 005 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 006 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.5000 31,000.00 6,419.000 16,047 008 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 1,908.00 77.000 2,772 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 28,000.0000 28,000.00 1.000 28,000 010 TEMPORARY RAILING (TYPE K) LF 20.0000 260,000.00 9,696.000 193,920 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,600.0000 137,600.00 18.000 154,800 012 JOB SITE MANAGEMENT LS 38,000.0000 38,000.00 1.000 38,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 900.0000 900.00 1.000 900 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 14,500.00 17.000 8,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 165.0000 7,260.00 20.000 3,300 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 TEMPORARY EROSION CONTROL BLANKET SQYD 7.3500 2,425.50 0.000 0 018 MOVE-IN/MOVE-OUT EA 330.0000 3,960.00 12.000 3,960 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 23,000.00 1,655.460 1,655.46 40,143.460 40,143 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 7.7500 85,250.00 14,608.260 113,214 021 TEMPORARY CHECK DAM LF 4.0000 4,000.00 534.500 2,138.00 660.500 2,642 022 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 8,850.00 59.000 8,850 PROGRAM CAS145 PAGE 2 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.1600 8,848.00 7,730.000 24,426 024 TEMPORARY GRAVEL BAG BERM LF 9.4200 12,528.60 2,025.000 19,075 025 TEMPORARY REINFORCED SILT FENCE LF 8.3700 21,008.70 24.000 200 026 TEMPORARY CONSTRUCTION ENTRANCE EA 3,125.0000 25,000.00 7.000 21,875 027 STREET SWEEPING LS 10,200.0000 10,200.00 1.000 10,200 028 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 1.000 4,500 029 TREATED WOOD WASTE LB 0.1700 1,581.00 9,076.000 1,542 030 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 250.0000 145,000.00 518.860 129,715 031 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 8,600.00 1,632.000 6,528 032 CLEARING AND GRUBBING (LS) LS 325,000.0000 325,000.00 1.000 325,000 033 ROADWAY EXCAVATION CY 62.0000 886,600.00 14,300.000 886,600 034 ROADWAY EXCAVATION (TYPE Z-2) CY 195.0000 1,287,000.00 6,600.000 1,287,000 (AERIALLY DEPOSITED LEAD) 035 SHOULDER BACKING TON 198.0000 37,620.00 210.800 41,738 036 STRUCTURE EXCAVATION (RETAINING WALL) CY 36.5400 142,396.38 3,924.000 143,382 (F) 037 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 326.6200 39,521.02 121.000 39,521 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 102.0000 323,952.00 3,243.000 330,786 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 576.0000 69,696.00 121.000 69,696 (F) 040 PERVIOUS BACKFILL MATERIAL (RETAINING CY 105.0000 26,460.00 252.000 26,460 (F) WALL) 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 465.0000 125,085.00 269.000 125,085 (F) 042 LEAN CONCRETE BACKFILL CY 377.0000 46,371.00 123.000 46,371 (F) 043 ROADSIDE CLEARING LS 45,000.0000 45,000.00 1.000 45,000 044 ROCK MULCH SQFT 4.2100 20,671.10 4,910.000 20,671 045 SOIL AMENDMENT CY 108.0000 3,240.00 30.000 3,240 046 PACKET FERTILIZER EA 0.3500 290.50 830.000 290 047 SLOW-RELEASE FERTILIZER LB 1.2200 573.40 470.000 573 048 PLANT (GROUP A) EA 12.0000 6,120.00 510.000 6,120 049 PLANT (GROUP U) EA 117.0000 12,870.00 110.000 12,870 PROGRAM CAS145 PAGE 3 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 2,800.0000 2,800.00 1.000 2,800 051 PLANT ESTABLISHMENT WORK LS 4,000.0000 4,000.00 1.000 4,000 052 WOOD MULCH CY 42.0000 171,360.00 4,080.000 171,360 053 CHECK AND TEST EXISTING IRRIGATION LS 1,400.0000 1,400.00 1.000 1,400 FACILITIES 054 REMOVE IRRIGATION FACILITY LS 7,000.0000 7,000.00 1.000 7,000 055 SALVAGE IRRIGATION FACILITY LS 2,200.0000 2,200.00 1.000 2,200 056 CONTROL AND NEUTRAL CONDUCTORS LS 800.0000 800.00 1.000 800 057 1" REMOTE CONTROL VALVE EA 400.0000 6,400.00 16.000 6,400 058 1 1/2" REMOTE CONTROL VALVE EA 450.0000 900.00 2.000 900 059 1 1/2" WYE STRAINER ASSEMBLY EA 500.0000 2,500.00 5.000 2,500 060 CERTIFY EXISTING BACKFLOW PREVENTERS LS 750.0000 750.00 1.000 750 061 BACKFLOW PREVENTER ENCLOSURE EA 3,500.0000 7,000.00 2.000 7,000 062 BACKFLOW PREVENTER BLANKET EA 300.0000 600.00 2.000 600 063 TREE WELL SPRINKLER ASSEMBLY EA 21.0000 4,620.00 220.000 4,620 064 RISER SPRINKLER ASSEMBLY EA 20.0000 10,400.00 515.000 10,300 065 BUBBLER SPRINKLER ASSEMBLY EA 185.0000 5,365.00 29.000 5,365 066 REPLACE VALVE BOX COVER EA 100.0000 200.00 2.000 200 067 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 24,570.00 8,190.000 24,570 (F) LINE) 068 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 7,600.00 1,900.000 7,600 (F) LINE) 069 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 7,440.00 1,860.000 7,440 (F) (SUPPLY LINE) 070 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 8,900.00 1,780.000 8,900 (F) (SUPPLY LINE) 071 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 7,020.00 1,170.000 7,020 (F) (SUPPLY LINE) 072 2" PLASTIC PIPE (CLASS 315) LF 21.0000 2,310.00 110.000 2,310 (F) (SUPPLY LINE) 073 PRESSURE REGULATING VALVE EA 2,000.0000 10,000.00 5.000 10,000 074 BALL VALVE EA 400.0000 400.00 1.000 400 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 430.0000 2,580.00 6.000 2,580 076 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2500 6,275.00 58,639.000 14,659 (MIX 1) PROGRAM CAS145 PAGE 4 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.3900 18,915.00 51,977.000 20,271 (MIX 2) 078 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7000 68,250.00 72,914.000 51,039 079 FIBER ROLLS LF 3.6500 3,431.00 1,224.000 4,467 080 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 770,000.00 12,466.090 872,626 081 HOT MIX ASPHALT (TYPE A) TON 87.0000 813,450.00 10,782.480 938,075 082 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 35,650.00 7,125.200 35,626 (PAVING FABRIC) 083 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 375.00 138.000 345 084 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 375.00 132.000 330 085 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 15,225.00 5,200.000 13,000 086 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 1,800.00 470.000 1,175 087 PLACE HOT MIX ASPHALT SQYD 83.0000 33,200.00 475.900 39,499 (MISCELLANEOUS AREA) 088 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 225.0000 778,500.00 2,924.680 658,053 (BONDED WEARING COURSE) 089 TACK COAT TON 1,900.0000 43,700.00 21.700 41,230 090 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8500 146,300.00 36,284.200 139,694 091 STEEL SOLDIER PILE (HP 14 X 117) LF 67.0000 88,574.00 1,114.000 74,638 092 STEEL SOLDIER PILE (W 14 X 176) LF 111.0000 108,336.00 1,192.000 132,312 093 30" DRILLED HOLE LF 172.0000 371,176.00 2,094.250 360,211 094 STRUCTURAL CONCRETE, RETAINING WALL CY 836.0000 796,708.00 846.500 707,674 (F) 095 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,100.0000 193,750.00 59.700 185,070 (F) 096 STRUCTURAL CONCRETE, FASCIA CY 1,000.0000 225,000.00 225.000 225,000 (F) 097 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 7,620.00 12.700 7,620 (F) 098 CONCRETE SURFACE TEXTURE SQFT 13.2900 6,884.22 518.000 6,884 (F) (FRACTURED GRANITE) 099 CONCRETE SURFACE TEXTURE SQFT 14.3900 79,663.04 5,536.000 79,663 (F) (PETALUMA FIELDSTONE) 100 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1100 131,230.86 117,855.820 130,819 (F) 101 BAR REINFORCING STEEL (FASCIA) LB 1.1100 56,099.40 50,540.000 56,099 (F) 102 TIMBER LAGGING MFBM 1,700.0000 61,200.00 36.000 61,200 (F) 103 CLEAN AND PAINT STEEL SOLDIER PILING LS 50.0000 50.00 1.000 50 PROGRAM CAS145 PAGE 5 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ASPHALT CONCRETE SURFACING SQFT 5.0000 38,750.00 14,138.300 70,691 105 18" ALTERNATIVE PIPE CULVERT LF 165.0000 297,000.00 1,720.300 283,849 106 24" ALTERNATIVE PIPE CULVERT LF 185.0000 57,350.00 310.000 57,350 107 36" ALTERNATIVE PIPE CULVERT LF 135.0000 32,400.00 232.000 31,320 108 14"X23" ALTERNATIVE PIPE CULVERT ARCH LF 200.0000 13,600.00 70.000 14,000 (0.109" THICK) 109 12" PLASTIC PIPE LF 75.0000 9,750.00 134.200 10,065 110 12" REINFORCED CONCRETE PIPE LF 290.0000 2,610.00 0.000 0 111 DRAINAGE INLET MARKER EA 200.0000 7,000.00 35.000 7,000 112 36" CORRUGATED STEEL PIPE RISER LF 500.0000 5,000.00 9.600 4,800 (.138" THICK) 113 18" ALTERNATIVE FLARED END SECTION EA 2,100.0000 16,800.00 8.000 16,800 114 24" ALTERNATIVE FLARED END SECTION EA 2,300.0000 9,200.00 4.000 9,200 115 36" ALTERNATIVE FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500 116 REMOVE CULVERT (EA) EA 3,300.0000 52,800.00 16.000 52,800 117 REMOVE INLET EA 975.0000 12,675.00 14.000 13,650 118 REMOVE HEADWALL EA 800.0000 800.00 1.000 800 119 REMOVE FLARED END SECTION (EA) EA 550.0000 4,950.00 9.000 4,950 120 MINOR CONCRETE (GUTTER) (LF) LF 44.2900 23,030.80 517.000 22,897 121 MINOR CONCRETE (TEXTURED PAVING) CY 900.0000 414,000.00 503.580 453,222 122 MINOR CONCRETE (CURB, SIDEWALK AND CY 960.0000 393,600.00 449.800 431,808 CURB RAMP) 123 REMOVE CONCRETE (CURB AND GUTTER) LF 17.0000 183,600.00 9,582.000 162,894 124 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 18,000.00 12.000 18,000 125 MISCELLANEOUS IRON AND STEEL LB 3.3500 29,051.20 8,672.000 29,051 (F) 126 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 38,520.00 2,315.130 41,672 127 REMOVE CHAIN LINK FENCE LF 8.0000 17,120.00 2,315.000 18,520 128 CONCRETE BARRIER DELINEATOR (16-INCH) EA 72.0000 792.00 11.000 792 129 DELINEATOR (CLASS 1) EA 32.0000 6,080.00 190.000 6,080 130 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 37.0000 1,702.00 46.000 1,702 PROGRAM CAS145 PAGE 6 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 4,345.00 597.000 3,283 132 OBJECT MARKER (TYPE K-1) EA 28.0000 308.00 11.000 308 133 OBJECT MARKER (TYPE L-1) EA 61.0000 427.00 7.000 427 134 REMOVE ROADSIDE SIGN EA 116.0000 6,844.00 59.000 6,844 135 RESET MILEPOST MARKER EA 55.0000 55.00 1.000 55 136 RESET ROADSIDE SIGN EA 78.0000 78.00 1.000 78 137 RELOCATE ROADSIDE SIGN EA 166.0000 498.00 3.000 498 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 3,120.00 260.000 3,120 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 5,100.00 600.000 5,100 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4000 3,100.00 115.000 1,426 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4000 5,456.00 440.000 5,456 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 682.50 39.000 682 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 396.00 22.000 396 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 144 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6000 5,014.00 1,090.000 5,014 145 ROADSIDE SIGN - ONE POST EA 200.0000 15,200.00 72.000 14,400 146 ROADSIDE SIGN - TWO POST EA 720.0000 1,440.00 2.000 1,440 147 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 3,960.00 36.000 3,960 METHOD) 148 INSTALL ROADSIDE SIGN PANEL ON EA 225.0000 225.00 1.000 225 EXISTING POST 149 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 46.5000 39,060.00 825.000 38,362 150 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 60,000.00 561.400 33,684 151 CABLE RAILING LF 38.7500 20,150.00 520.000 20,150 (F) 152 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 45,000.00 6.000 30,000 153 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 7,200.00 6.000 7,200 154 SOFTSTOP TERMINAL SYSTEM EA 3,800.0000 15,200.00 3.000 11,400 155 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,700.0000 25,900.00 7.000 25,900 PROGRAM CAS145 PAGE 7 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 732A) LF 125.0000 116,625.00 933.000 116,625 (F) 157 REMOVE GUARDRAIL LF 5.5400 5,318.40 969.000 5,368 158 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 18,260.00 1,384.000 15,224 (ENHANCED WET NIGHT VISIBILITY) 159 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 1,170.00 281.000 632 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 160 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 3,622.50 4,980.000 5,727 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 38,420.00 22,216.000 37,767 (ENHANCED WET NIGHT VISIBILITY) 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 20,400.00 7,974.000 19,935 (ENHANCED WET NIGHT VISIBILITY) 163 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 1,237.50 570.000 1,282 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 164 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 20,190.00 2,293.000 6,879 165 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 11,000.0000 11,000.00 1.000 11,000 SYSTEM ELEMENTS DURING CONSTRUCTION 166 RAMP METERING SYSTEM LS 2,750,000.0000 2,750,000.00 1.000 2,750,000 167 CLOSED CIRCUIT TELEVISION SYSTEM LS 325,000.0000 325,000.00 1.000 325,000 168 MODIFYING EXISTING ELECTRICAL SYSTEM LS 325,000.0000 325,000.00 1.000 325,000 169 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 170 4" PLASTIC PIPE (SCHEDULE 40) LF 22.0000 440.00 20.000 440 (SUPPLY LINE) PROGRAM CAS145 PAGE 8 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3514 TIME 11:15 AM ESTIMATE NO. 026 BID OPENING 12/06/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/11/19 R.E. NAME: LEE, SUSHMA DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,793.46 15,849,273.37 ADJUSTMENT OF COMPENSATION 0.00 47,750.53 EXTRA WORK -949.82 498,667.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,843.64 16,395,691.89 171 MOBILIZATION LS 1,762,792.3100 1,762,792.31 1.000 1,762,792 ORIGINAL CONTRACT AMOUNT 17,644,853.93 TOTAL WORK COMPLETED 2,843.64 18,158,484.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -31,769.61 TOTAL 2,843.64 18,126,714.59 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/05/18 135 05/01/18 05/01/18 12/11/19 144 172 9 0 100% 100% LEE, SUSHMA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/20