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 01/25/22 EST. NO. 027 TIME 01:44 PM R.E. NAME: SELVENDRAN MANOHARAN 03-1E0604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0057 158.53 E.W. @ F.A.(+) 052720 N 0219.0 0059 304.80 052920 N 0221.0 0060 645.39 061620 N 0222.0 0066 115.98 073120 N 0228.0 0070 226.32 051221 N 0233.0 0071 215.69 051121 N 0234.0 0072 157.97 052121 N 0235.0 0073 99.64 052421 N 0236.0 026 0006 -3,239.00 A.C. @ L.S.(-) 070121 N C6 0 029 0001 5,843.68 E.W. @ F.A.(+) 062221 N 0214.0 0002 1,668.70 062221 N 0215.0 030 0001 24,501.60 E.W. @ U.P (+) 120321 N 30-1 0 031 0001 49,901.71 E.W. @ F.A.(+) 121519 N 31-1 0 032 0001 3,298.10 E.W. @ F.A.(+) 101321 N 0231.1 83,899.11 TOTAL THIS ESTIMATE 6,523,778.39 TOTAL PREVIOUS ESTIMATE 6,607,677.50 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 01/25/22 EST. NO. 027 TIME 01:44 PM R.E. NAME: SELVENDRAN MANOHARAN 03-1E0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 024 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 7/20 -10,000.00 011 RELEASE 7/20 DEDUCT 10,000.00 012 PER LTR DATED 11/20 -10,000.00 015 PER 1/20 LETTER -10,000.00 017 RTN LTR 11/20 10,000.00 017 RELEASE 1/20 DEDUCT 10,000.00 020 PER 6/21 LETTER -10,000.00 022 PER LTR DATED 8/21 -10,000.00 024 RETURN DEDUCT 6/21 10,000.00 024 PER 9/21 LETTER -7,000.00 025 PER 10/21 DEDUCT -10,000.00 026 PER 12/21 LETTER -2,000.00 027 RELEASE 10/21 DEDUCT 10,000.00 027 RELEASE 12/21 DEDUCT 2,000.00 027 RELEASE 8/21 DEDUCT 10,000.00 027 RELEASE 9/21 DEDUCT 7,000.00 027 27,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 178 -78,144.62 002 OVERBID ITEM NO. 178 -70,330.16 003 OVERBID ITEM NO. 178 -7,814.47 010 0.00 -156,289.25 TOTAL DEDUCTIONS 27,000.00 -166,289.25 PROGRAM CAS145 PAGE 1 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 LOCATION RERUN PROGRESS ESTIMATE 03-YUB-70-15.5/16.5 ----------------------- M.C.M. CONSTRUCTION, INC. IN YUBA COUNTY NEAR MARYSVILLE FROM 6413 32ND STREET; 0.1 MILE NORTH OF BINNEY JUNCTION NORTH HIGHLANDS CA 95660 UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD FED. AID NO. B1NH-P070(137)E REPLACE SIMMERLY SLOUGH BRIDGE # ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 1.000 25,000 003 TIME-RELATED OVERHEAD (LS) LS 2,000,000.0000 2,000,000.00 0.994 1,988,000 004 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000 006 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.999 274,725 007 TYPE III BARRICADE EA 100.0000 4,300.00 14.000 1,400 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.0000 4,550.00 325.000 2,275 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.3000 12,880.00 4,664.000 10,727 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 31,950.00 36,073.000 16,232 011 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 330.00 23.000 1,265 012 PLASTIC TRAFFIC DRUMS EA 120.0000 14,400.00 30.000 3,600 013 TEMPORARY PAVEMENT MARKER EA 8.0000 12,960.00 1,204.000 9,632 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 0.999 19,980 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 45,000.0000 45,000.00 0.999 44,955 016 TEMPORARY RAILING (TYPE K) LF 25.0000 161,000.00 6,820.000 170,500 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 48,000.00 12.000 48,000 018 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 31.000 15,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 345.0000 58,650.00 8.000 2,760 022 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 3.5000 115,850.00 0.000 0 024 MOVE-IN/MOVE-OUT EA 500.0000 9,000.00 2.000 1,000 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.9200 29,624.00 27,870.000 25,640 (BONDED FIBER MATRIX) 026 TEMPORARY COVER SQYD 4.0000 128,800.00 0.000 0 027 TEMPORARY CHECK DAM LF 10.0000 800.00 150.000 1,500 028 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,800.00 6.000 1,800 029 TEMPORARY FIBER ROLL LF 2.5000 48,750.00 275.000 687 030 TEMPORARY GRAVEL BAG BERM LF 15.0000 3,600.00 120.000 1,800 031 TEMPORARY LARGE SEDIMENT BARRIER LF 3.7500 23,437.50 0.000 0 032 TEMPORARY REINFORCED SILT FENCE LF 5.0000 4,100.00 1,172.000 5,860 033 TEMPORARY SILT FENCE LF 2.9000 42,340.00 13,799.000 40,017 034 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 5.000 25,000 035 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 036 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 1.000 30,000 037 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 800.0000 4,000.00 2.000 1,600 038 WATER QUALITY MONITORING REPORT EA 415.0000 2,075.00 2.000 830 039 WATER QUALITY ANNUAL REPORT EA 425.0000 2,125.00 0.000 0 040 ASBESTOS COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 041 TREATED WOOD WASTE LB 0.5000 6,850.00 5,720.000 2,860 042 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 225,000.0000 225,000.00 0.999 224,775 043 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 044 BIRD EXCLUSION DEVICES LS 75,000.0000 75,000.00 0.999 74,925 045 REMOVE CONCRETE (CY) CY 160.0000 3,680.00 40.000 6,400 046 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 38,250.00 2,000.000 10,000 047 CLEARING AND GRUBBING (LS) LS 120,000.0000 120,000.00 1.000 120,000 048 ROADWAY EXCAVATION CY 8.0000 449,600.00 40,181.000 321,448 049 SHOULDER BACKING TON 32.0000 78,400.00 1,180.000 37,760 PROGRAM CAS145 PAGE 3 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 30,160.00 580.000 30,160 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 112.0000 40,096.00 358.000 40,096 (F) 052 IMPORTED BORROW (CY) CY 16.0000 4,576,000.00 370,615.000 5,929,840 053 GEOSYNTHETIC REINFORCEMENT SQYD 5.2500 60,375.00 5,321.000 27,935 054 3" PLASTIC PIPE (SCHEDULE 40) LF 100.0000 12,000.00 120.000 12,000 (SUPPLY LINE) 055 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 6.000 3,000 056 BONDED FIBER MATRIX (SQFT) SQFT 0.1400 183,400.00 65,000.000 9,100.00 1,655,712.000 231,799 057 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4700 458,250.00 81,671.000 38,385.37 1,171,331.000 550,525 058 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.3800 46,360.00 40,940.000 15,557 059 FIBER ROLLS LF 2.5000 180,500.00 49,416.350 123,540 060 HYDROSEED SQFT 0.1100 13,420.00 -65,000.000 -7,150.00 59,940.000 6,593 061 COMPOST (CY) CY 32.0000 309,440.00 390.000 12,480 062 INCORPORATE MATERIALS SQFT 0.0500 71,500.00 0.000 0 063 PERMANENT EROSION CONTROL ESTABLISHMENT LS 50,000.0000 50,000.00 0.000 0 WORK 064 CLASS 2 AGGREGATE BASE (CY) CY 33.0000 1,415,700.00 100.000 3,300.00 26,981.000 890,373 065 HOT MIX ASPHALT (TYPE A) TON 75.0000 1,807,500.00 19,345.300 1,450,897 066 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 731,500.00 5,262.760 578,903 067 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 249,000.00 2,167.630 216,763 (OPEN GRADED FRICTION COURSE) 068 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 3,750.00 1,505.000 4,515 069 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 930.00 160.000 480 070 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 1,200.00 200.000 600 071 TACK COAT TON 1,320.0000 18,480.00 7.540 9,952 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 28,080.00 4,680.000 28,080 073 REMOVE BASE AND SURFACING CY 23.0000 221,260.00 9,620.000 221,260 074 112" PERMANENT STEEL CASING LF 1,400.0000 933,800.00 0.000 0 075 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 175.0000 595,875.00 3,405.000 595,875 076 104" CAST-IN-DRILLED-HOLE CONCRETE LF 2,000.0000 2,524,000.00 0.000 0 PILING PROGRAM CAS145 PAGE 4 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 112" CAST-IN-DRILLED-HOLE CONCRETE LF 2,150.0000 1,434,050.00 0.000 0 PILING 078 PRESTRESSING CAST-IN-PLACE CONCRETE LS 670,000.0000 670,000.00 1.000 670,000 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 425.0000 69,275.00 163.000 69,275 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 1,233.0000 7,090,983.00 5,977.000 7,369,641 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 1,617,850.00 2,489.000 1,617,850 (F) (POLYMER FIBER) 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 STRUCTURAL CONCRETE, BOX CULVERT CY 1,700.0000 170,000.00 100.000 170,000 (F) 084 STRUCTURAL CONCRETE, HEADWALL CY 1,800.0000 154,800.00 56.770 102,186 (F) 085 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,100.0000 93,000.00 23.170 71,827 (F) 086 PTFE SPHERICAL BEARING EA 9,500.0000 285,000.00 30.000 285,000 087 JOINT SEAL ASSEMBLY (MR 7") LF 1,780.0000 299,040.00 168.000 299,040 088 BAR REINFORCING STEEL LB 1.2500 34,145.00 27,315.000 34,143 (F) 089 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 3,048,791.00 91,356.000 91,356.00 2,893,566.000 2,893,566 (F) 090 STRUCTURAL STEEL (PIPE PIN) LB 7.0000 111,349.00 15,907.000 111,349 (F) 091 BRIDGE REMOVAL LS 230,000.0000 230,000.00 1.000 230,000 092 18" ALTERNATIVE PIPE CULVERT LF 108.0000 81,000.00 516.100 55,738 093 24" ALTERNATIVE PIPE CULVERT LF 148.0000 31,080.00 210.000 31,080 094 30" ALTERNATIVE PIPE CULVERT LF 208.0000 6,240.00 30.000 6,240 095 36" ALTERNATIVE PIPE CULVERT LF 132.0000 40,920.00 157.000 20,724 096 24" REINFORCED CONCRETE PIPE LF 170.0000 18,700.00 110.000 18,700 097 DRAINAGE INLET MARKER EA 100.0000 500.00 5.000 500 098 6" WELDED STEEL PIPE CASING (BRIDGE) LF 120.0000 9,600.00 80.000 9,600 099 12" WELDED STEEL PIPE CASING (BRIDGE) LF 115.0000 9,200.00 80.000 9,200 100 8" WELDED STEEL PIPE (.188" THICK) LF 265.0000 21,730.00 101.000 26,765 101 18" WELDED STEEL PIPE (.375" THICK) LF 460.0000 50,600.00 0.000 0 102 24" WELDED STEEL PIPE (.250" THICK) LF 550.0000 99,000.00 0.000 0 103 18" ALTERNATIVE FLARED END SECTION EA 1,050.0000 9,450.00 11.000 11,550 PROGRAM CAS145 PAGE 5 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" ALTERNATIVE FLARED END SECTION EA 1,200.0000 6,000.00 5.000 6,000 105 36" ALTERNATIVE FLARED END SECTION EA 2,070.0000 4,140.00 2.000 4,140 106 42" SLIDE HEADGATE EA 10,000.0000 10,000.00 1.000 10,000 107 ABANDON CULVERT (LF) LF 86.0000 7,310.00 85.000 7,310 108 REMOVE CULVERT (LF) LF 40.0000 10,800.00 270.000 10,800 109 REMOVE HEADWALL EA 1,380.0000 4,140.00 3.000 4,140 110 CLEANING, INSPECTING, AND PREPARING LF 28.0000 12,880.00 563.000 15,764 CULVERT (LF) 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 SAND BACKFILL CY 48.0000 480.00 10.000 480 113 24" CURED-IN-PLACE PIPELINER LF 270.0000 32,400.00 120.000 32,400 114 30" CURED-IN-PLACE PIPELINER LF 230.0000 43,700.00 155.000 35,650 115 ROCK SLOPE PROTECTION CY 146.0000 55,480.00 380.000 55,480 (F) (LIGHT, METHOD B) (CY) 116 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 12,500.00 1,299.590 12,995 117 MINOR CONCRETE (MISCELLANEOUS CY 1,020.0000 16,320.00 0.000 0 CONSTRUCTION) 118 DRAINAGE PUMPING FACILITY LS 325,000.0000 325,000.00 0.900 292,500 119 MISCELLANEOUS IRON AND STEEL LB 2.2500 5,499.00 2,444.000 5,499 (F) 120 MISCELLANEOUS METAL (BRIDGE) LB 17.0000 4,726.00 278.000 4,726 (F) 121 BRIDGE DECK DRAINAGE SYSTEM LB 13.0000 227,214.00 17,478.000 227,214 (F) 122 SURVEY MONUMENT (TYPE A) EA 2,000.0000 14,000.00 0.000 0 123 OBLITERATE SURFACING SQYD 5.0000 43,950.00 8,790.000 43,950 124 FENCE (TYPE WM AND BW) LF 11.0000 54,780.00 4,949.000 54,439 125 12' WIRE MESH GATE EA 1,140.0000 4,560.00 4.000 4,560 126 DOUBLE 11' PIPE GATE EA 9,984.0000 29,952.00 3.000 29,952 127 CHAIN LINK FENCE LF 100.0000 6,000.00 132.000 13,200 (TYPE CL-8, EXTENSION ARM) 128 12' CHAIN LINK GATE (TYPE CL-8, EA 1,650.0000 3,300.00 2.000 3,300 EXTENSION ARM) 129 REMOVE FENCE LF 5.5000 23,870.00 3,377.000 18,573 130 REMOVE GATE EA 1,225.0000 8,575.00 6.000 7,350 PROGRAM CAS145 PAGE 6 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DELINEATOR (CLASS 1) EA 60.0000 2,580.00 43.000 2,580 132 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0000 9,360.00 953.000 8,577 133 MILEPOST MARKER EA 55.0000 220.00 4.000 220 134 MARKER (CULVERT) EA 50.0000 1,050.00 21.000 1,050 135 REMOVE ROADSIDE SIGN EA 100.0000 600.00 7.000 700 136 RESET ROADSIDE SIGN EA 250.0000 500.00 0.000 0 137 RELOCATE ROADSIDE SIGN EA 250.0000 4,500.00 14.000 3,500 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 634.50 47.000 634 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,127.00 98.000 1,127 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,200.00 100.000 1,200 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 957.00 58.000 957 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 630.00 36.000 630 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 143 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 1,200.00 300.000 1,200 144 ROADSIDE SIGN - ONE POST EA 275.0000 6,325.00 18.000 4,950 145 ROADSIDE SIGN - TWO POST EA 750.0000 3,000.00 4.000 3,000 146 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 300.00 0.000 0 METHOD) 147 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 100.0000 60,000.00 490.000 49,000 148 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.0000 26,400.00 225.000 18,000 149 PEDESTRIAN RAILING LF 200.0000 223,600.00 1,118.000 223,600 (F) 150 TUBULAR BICYCLE RAILING LF 125.0000 140,125.00 1,121.000 140,125 (F) 151 CABLE RAILING LF 125.0000 22,500.00 100.000 12,500 (F) 152 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 16,000.00 2.000 8,000 153 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000 154 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,750.0000 18,750.00 3.000 11,250 155 CONCRETE BARRIER (TYPE 736) LF 100.0000 112,100.00 1,121.000 112,100 (F) PROGRAM CAS145 PAGE 7 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 112,100.00 1,121.000 112,100 (F) 157 REMOVE GUARDRAIL LF 6.0000 3,840.00 640.000 3,840 158 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 8,800.00 2,152.000 21,520 (ENHANCED WET NIGHT VISIBILITY) 159 THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 15,600.00 0.000 0 (SPRAYABLE) 160 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 420.00 225.000 225 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,810.00 472.000 472 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 162 6" TRAFFIC STRIPE TAPE LF 6.0000 26,340.00 4,204.000 25,224 163 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.5000 19,125.00 2,264.000 19,244 164 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 11,250.00 0.000 0 (BROKEN 36-12) 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 4,488.00 3,539.000 4,246 (ENHANCED WET NIGHT VISIBILITY) 166 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 29,835.00 24,430.000 32,980 (ENHANCED WET NIGHT VISIBILITY) 167 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.2500 3,542.50 1,704.000 5,538 (ENHANCED WET NIGHT VISIBILITY) 168 REMOVE PAINTED TRAFFIC STRIPE LF 0.8200 18,532.00 6,846.000 5,613 (WATER BLASTING) 169 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 20,559.00 0.000 0 (WATER BLASTING) 170 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 336.00 0.000 0 (WATER BLASTING) 171 LIGHTING SYSTEM LS 65,000.0000 65,000.00 1.000 65,000 172 TRAFFIC MONITORING STATION SYSTEM LS 32,000.0000 32,000.00 1.000 32,000 173 REMOVING EXISTING ELECTRICAL SYSTEM LS 3,000.0000 3,000.00 1.000 3,000 174 COMMUNICATION CONDUIT (BRIDGE) LF 45.0000 50,895.00 1,131.000 50,895 (F) 175 2" CONDUIT (BRIDGE) LS 77,000.0000 77,000.00 1.000 77,000 176 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 177 STRUCTURAL CONCRETE, APPROACH SLAB CY 840.0000 199,920.00 238.000 199,920 (TYPE N, POLYMER FIBER) PROGRAM CAS145 PAGE 8 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0604 TIME 01:44 PM ESTIMATE NO. 027 BID OPENING 07/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 134,991.37 31,138,301.40 ADJUSTMENT OF COMPENSATION -3,239.00 459,311.70 EXTRA WORK 87,138.11 6,148,365.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 218,890.48 37,745,978.90 178 MOBILIZATION LS 4,300,000.0000 4,300,000.00 1.000 4,300,000 ORIGINAL CONTRACT AMOUNT 41,437,107.50 TOTAL WORK COMPLETED 218,890.48 42,045,978.90 MATERIALS ON HAND ON SITE 73,556.00 DEDUCTIONS 27,000.00 -166,289.25 TOTAL 245,890.48 41,953,245.65 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 178 MOBILIZATION 4,143,710.75 4,300,000.00 156,289.25 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 08/23/19 450 09/17/19 09/17/19 02/11/22 469 114 35 0 95% 97% PROGRESS IS SATISFACTORY SELVENDRAN MANOHARAN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/22