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 09/16/24 EST. NO. 020 TIME 02:38 PM R.E. NAME: RAMESH NARAHARI 11-422304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0026 2,714.22 E.W. @ F.A.(+) 101023 N 0047.0 0027 7,186.26 101223 N 0049.0 0034 3,508.10 110223 N 0069.0 0038 1,644.26 121823 N 0092.0 0039 1,975.64 122623 N 0097.0 0040 2,124.71 122723 N 0098.0 016 0012 25,800.00 E.W. @ L.S.(+) 091324 N 16EL12 027 0001 14,206.05 A.C. @ U.P.(+) 091324 N 27AUP1 59,159.24 TOTAL THIS ESTIMATE 1,016,960.12 TOTAL PREVIOUS ESTIMATE 1,076,119.36 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 09/16/24 EST. NO. 020 TIME 02:38 PM R.E. NAME: RAMESH NARAHARI 11-422304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 5/7/24 LATE OPENING -16,500.00 016 0.00 -16,500.00 TOTAL DEDUCTIONS 0.00 -16,500.00 PROGRAM CAS145 PAGE 1 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 LOCATION RERUN PROGRESS ESTIMATE 11-SD-78-0.3/R16.0 ----------------------- HAZARD CONSTRUCTION ENGR, LLC IN SAN DIEGO COUNTY AT VARIOUS 10529 VINE STREET; LOCATIONS FROM 0.3 MILE EAST OF LAKESIDE CA 92040 ROUTE 78/5 SEPARATION TO 0.5 MILE WEST OF ROUTE 15/78 SEPARATION FED. AID NO. B1NH-P078(121)E CULVERT REPLACEMENT - REHAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 875,000.00 21.000 52,500.00 347.000 867,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 23.500 4,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.060 900.00 0.991 14,865 007 CONSTRUCTION AREA SIGNS LS 120,000.0000 120,000.00 0.700 84,000 008 TRAFFIC CONTROL SYSTEM LS 840,000.0000 840,000.00 0.060 50,400.00 0.991 832,440 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,250.0000 87,500.00 26.000 32,500.00 268.000 335,000 010 FLASHING ARROW SIGN EA 400.0000 11,600.00 1.000 400 011 TRAFFIC CONE EA 5.0000 8,100.00 119.000 595 012 TYPE III BARRICADE EA 40.0000 12,400.00 15.000 600 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 63,000.00 124,980.000 56,241 014 PLASTIC TRAFFIC DRUMS EA 80.0000 39,200.00 246.000 19,680 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 1,000.0000 34,000.00 0.000 0 SYSTEM DAY 016 TEMPORARY PAVEMENT MARKER EA 5.0000 12,250.00 1,928.000 9,640 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 85,000.00 0.000 0 018 TEMPORARY RAILING (TYPE K) LF 10.0000 238,000.00 22,580.000 225,800 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 65,000.00 30.000 75,000 020 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.060 12,000.00 0.991 198,200 021 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.500 1,250 PLAN 022 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 19.000 9,500 PROGRAM CAS145 PAGE 2 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 6,000.00 4.000 1,600 024 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 025 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 17,200.00 10,212.000 10,212.00 17,162.000 17,162 026 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 19,200.00 23.000 6,900.00 64.000 19,200 027 STREET SWEEPING LS 75,000.0000 75,000.00 0.060 4,500.00 0.991 74,325 028 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.060 600.00 0.991 9,910 029 TEMPORARY WATER MANAGEMENT SYSTEM LS 50,000.0000 50,000.00 0.060 3,000.00 0.991 49,550 030 MANAGE SOLID WASTE GENERATED HR 220.0000 316,800.00 80.000 17,600.00 482.000 106,040 BY THE PUBLIC 031 TREATED WOOD WASTE LB 1.0000 36,300.00 34,659.000 34,659 032 TEMPORARY PROTECTION FENCE (ROPE) LF 5.0000 9,300.00 787.000 3,935 033 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 034 STRUCTURE EXCAVATION CY 150.0000 3,450.00 23.000 3,450 (F) 035 LEAN CONCRETE BACKFILL CY 1,500.0000 7,500.00 5.000 7,500 (F) 036 DITCH EXCAVATION CY 400.0000 2,400.00 6.000 2,400 037 ROADSIDE CLEARING LS 22,500.0000 22,500.00 1.000 22,500 038 WEED GERMINATION SQYD 5.0000 18,050.00 3,610.000 18,050 039 IRON SULFATE (LB) LB 5.0000 485.00 97.000 485 040 PACKET FERTILIZER EA 1.5000 660.00 440.000 660 041 SLOW-RELEASE FERTILIZER LB 11.0000 561.00 51.000 561 042 PLANT (GROUP H) EA 0.7000 5,071.50 7,245.000 5,071 (F) 043 PLANT (GROUP A) EA 17.0000 6,120.00 360.000 6,120 044 PLANT (GROUP U) EA 200.0000 3,200.00 16.000 3,200 045 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.088 2,200.00 0.440 11,000 046 GRAVEL MULCH SQFT 3.0000 26,250.00 8,750.000 26,250 047 WOOD MULCH CY 90.0000 13,500.00 150.000 13,500 048 CHECK AND TEST EXISTING IRRIGATION LS 5,500.0000 5,500.00 1.000 5,500 FACILITIES 049 REMOVE IRRIGATION FACILITY LS 2,500.0000 2,500.00 1.000 2,500 PROGRAM CAS145 PAGE 3 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTROL AND NEUTRAL CONDUCTORS LS 7,500.0000 7,500.00 1.000 7,500 051 1" REMOTE CONTROL VALVE EA 550.0000 1,100.00 2.000 1,100 052 1 1/2" REMOTE CONTROL VALVE EA 800.0000 5,600.00 7.000 5,600 053 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,600.0000 1,600.00 1.000 1,600 054 TREE WELL SPRINKLER ASSEMBLY EA 60.0000 1,920.00 32.000 1,920 055 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65.0000 390.00 6.000 390 056 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 120.0000 3,120.00 26.000 3,120 057 POP-UP SPRINKLER ASSEMBLY EA 60.0000 240.00 4.000 240 058 2" GATE VALVE EA 760.0000 3,040.00 4.000 3,040 059 TEMPORARY IRRIGATION SUPPLY LINE LF 45.0000 58,950.00 485.000 21,825 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 7,384.00 923.000 7,384 (F) LINE) 061 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 4,284.00 504.000 4,284 (F) (SUPPLY LINE) 062 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 2,592.00 288.000 2,592 (F) (SUPPLY LINE) 063 2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 3,820.00 382.000 3,820 (F) (SUPPLY LINE) 064 3" PLASTIC PIPE (CLASS 315) LF 16.5000 20,509.50 1,243.000 20,509 (F) (SUPPLY LINE) 065 COMPOST SOCK LF 12.0000 49,800.00 3,914.000 46,968.00 8,064.000 96,768 066 HYDROSEED SQFT 0.2500 31,000.00 0.000 0 067 COMPOST (CY) CY 85.0000 17,000.00 200.000 17,000 068 INCORPORATE MATERIALS SQFT 0.1500 18,600.00 124,000.000 18,600 069 CLASS 2 AGGREGATE BASE (CY) CY 300.0000 5,400.00 18.000 5,400 070 ASPHALTIC EMULSION (FOG SEAL COAT) TON 5,000.0000 2,000.00 0.400 2,000 071 HOT MIX ASPHALT (TYPE A) TON 200.0000 58,000.00 186.790 37,358 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.0000 1,274,100.00 5,118.040 793,296 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 1,500.00 20.000 120.00 269.000 1,614 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 2,400.00 555.000 3,330 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 54,840.00 -1,880.000 -11,280.00 2,700.000 16,200 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 15,300.00 2,719.000 16,314 PROGRAM CAS145 PAGE 4 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 150.0000 2,100.00 35.400 5,310 (MISCELLANEOUS AREA) 078 TACK COAT TON 500.0000 11,500.00 13.300 6,650 079 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 50,000.00 8,884.000 35,536 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 298,800.00 43,653.000 196,438 081 STRUCTURAL CONCRETE, HEADWALL AND CY 1,800.0000 145,800.00 0.800 1,440.00 74.300 133,740 (F) WINGWALL 082 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,750.0000 258,500.00 1.400 3,850.00 85.500 235,125 (F) 083 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 2,000.0000 90,000.00 20.900 41,800.00 40.200 80,400 (F) 084 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 15,750.00 4.500 15,750 (F) 085 BAR REINFORCING STEEL LB 5.0000 8,610.00 1,722.000 8,610 (F) 086 INJECT CRACK (EPOXY) LF 80.0000 1,600.00 20.000 1,600 087 REPAIR SPALLED SURFACE AREA SQFT 60.0000 1,620.00 27.000 1,620 088 18" REINFORCED CONCRETE PIPE LF 450.0000 49,500.00 132.000 59,400 089 24" REINFORCED CONCRETE PIPE LF 530.0000 731,400.00 36.000 19,080.00 1,056.000 559,680 090 30" REINFORCED CONCRETE PIPE LF 460.0000 96,600.00 210.000 96,600 091 36" REINFORCED CONCRETE PIPE LF 620.0000 111,600.00 224.000 138,880 092 24" POLYMERIC SHEET COATED LF 375.0000 12,000.00 0.000 0 CORRUGATED STEEL PIPE (0.138" THICK) 093 72" POLYMERIC SHEET COATED LF 1,200.0000 168,000.00 0.000 0 CORRUGATED STEEL PIPE (0.138" THICK) 094 18" POLYMERIC SHEET COATED LF 300.0000 21,600.00 71.500 21,450 CORRUGATED STEEL PIPE DOWNDRAIN (0.138" THICK) 095 24" POLYMERIC SHEET COATED LF 325.0000 136,500.00 415.000 134,875 CORRUGATED STEEL PIPE DOWNDRAIN (0.138" THICK) 096 36" POLYMERIC SHEET COATED LF 800.0000 8,000.00 10.000 8,000 CORRUGATED STEEL PIPE DOWNDRAIN (0.138" THICK) 097 36" CORRUGATED STEEL PIPE RISER LF 450.0000 3,600.00 0.000 0 (.138" THICK) 098 24" STEEL FLARED END SECTION EA 1,500.0000 4,500.00 2.000 3,000 099 36" REINFORCED CONCRETE PIPE RISER LF 950.0000 39,900.00 8.000 7,600.00 41.500 39,425 100 ABANDON CULVERT (EA) EA 5,000.0000 10,000.00 2.000 10,000 101 REMOVE CULVERT (LF) LF 150.0000 5,700.00 28.000 4,200.00 66.000 9,900 PROGRAM CAS145 PAGE 5 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 REMOVE INLET EA 3,000.0000 3,000.00 1.000 3,000 103 ADJUST RISER EA 1,200.0000 1,200.00 1.000 1,200 104 MODIFY INLET EA 3,500.0000 3,500.00 1.000 3,500 105 CAP INLET EA 5,000.0000 5,000.00 1.000 5,000 106 CLEANING, INSPECTING, AND PREPARING LF 5.0000 27,200.00 4,907.000 24,535 CULVERT (LF) 107 CONCRETE INVERT PAVING CY 3,500.0000 304,500.00 25.000 87,500 108 SAND BACKFILL CY 450.0000 13,050.00 29.000 13,050 109 18" CURED-IN-PLACE PIPELINER LF 150.0000 11,700.00 75.100 11,265 110 24" CURED-IN-PLACE PIPELINER LF 160.0000 328,000.00 1,585.000 253,600 111 30" CURED-IN-PLACE PIPELINER LF 180.0000 322,200.00 1,797.000 323,460 112 36" CURED-IN-PLACE PIPELINER LF 280.0000 50,400.00 177.000 49,560 113 48" CURED-IN-PLACE PIPELINER LF 510.0000 280,500.00 533.200 271,932 114 54" CURED-IN-PLACE PIPELINER LF 530.0000 153,700.00 277.000 146,810 115 60" CURED-IN-PLACE PIPELINER LF 820.0000 98,400.00 232.000 190,240 116 CONCRETE (DITCH LINING) CY 1,500.0000 5,100.00 5.980 8,970 117 CONCRETE (CONCRETE APRON) CY 1,500.0000 10,500.00 15.700 23,550 118 ROCK SLOPE PROTECTION CY 400.0000 20,400.00 47.000 18,800 (1/4 T, CLASS V, METHOD B) (CY) 119 ROCK SLOPE PROTECTION CY 1,500.0000 1,500.00 1.000 1,500 (60 LB, CLASS II, METHOD B) (CY) 120 ROCK SLOPE PROTECTION CY 350.0000 26,250.00 31.000 10,850 (1/2 T, CLASS VII, METHOD B) (CY) 121 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 620.00 173.000 346 122 DETECTABLE WARNING SURFACE SQFT 30.0000 450.00 15.000 450 123 MINOR CONCRETE (MISCELLANEOUS CY 1,700.0000 3,400.00 4.000 6,800 CONSTRUCTION) 124 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 16.0000 22,720.00 1,420.000 22,720 CONCRETE) 125 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,000.0000 10,000.00 10.000 10,000 CURB RAMP) 126 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 150.0000 6,600.00 44.000 6,600 127 PRE/POST CONSTRUCTION SURVEYS EA 10,000.0000 10,000.00 1.000 10,000 128 MISCELLANEOUS IRON AND STEEL LB 2.5000 50,015.00 3,154.000 7,885.00 17,604.000 44,010 (F) PROGRAM CAS145 PAGE 6 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 CHAIN LINK FENCE (TYPE CL-6) LF 130.0000 49,400.00 509.000 66,170 130 4' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 12,000.00 6.000 12,000 131 REMOVE CHAIN LINK FENCE LF 30.0000 12,000.00 516.000 15,480 132 GUARD RAILING DELINEATOR EA 50.0000 2,750.00 55.000 2,750 133 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 8,820.00 1,494.000 10,458.00 1,887.000 13,209 134 MILEPOST MARKER EA 100.0000 300.00 0.000 0 135 LINEAR BARRIER MARKER EA 37.0000 506,900.00 1,224.000 45,288 (6" FLUORESCENT YELLOW) 136 LINEAR BARRIER MARKER (6" WHITE) EA 40.0000 69,600.00 898.000 35,920 137 LINEAR BARRIER MARKER (1.5" WHITE) EA 40.0000 30,800.00 530.000 21,200 138 REMOVE MARKER EA 35.0000 105.00 0.000 0 139 REMOVE ROADSIDE SIGN EA 130.0000 780.00 4.000 520 140 REMOVE ROADSIDE SIGN EA 100.0000 2,100.00 15.000 1,500 (STRAP AND SADDLE BRACKET METHOD) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,208.00 136.760 1,641 (0.063"-UNFRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 504.00 16.000 192 (0.080"-UNFRAMED) 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,820.00 91.000 1,820.00 141.000 2,820 (0.080"-FRAMED) 145 ROADSIDE SIGN - ONE POST EA 350.0000 3,500.00 7.000 2,450 146 ROADSIDE SIGN - TWO POST EA 800.0000 800.00 1.000 800 147 SIGN POST SUPPORT SYSTEM EA 3,500.0000 3,500.00 0.000 0 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 2,600.00 18.000 2,340 METHOD) 149 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 2.000 200.00 2.000 200 EXISTING POST 150 MIDWEST GUARDRAIL SYSTEM LF 40.0000 110,000.00 2,711.000 108,440 151 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 65,000.00 1,284.670 83,503 152 CABLE RAILING LF 200.0000 13,000.00 65.000 13,000 (F) 153 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 11,000.00 2.000 11,000 154 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 155 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 15,000.00 3.000 15,000 PROGRAM CAS145 PAGE 7 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 60M) LF 200.0000 576,000.00 2,734.000 546,800 157 CONCRETE BARRIER TRANSITION LF 350.0000 210,000.00 500.000 175,000 (F) 158 REMOVE GUARDRAIL LF 8.0000 21,680.00 2,670.000 21,360 159 REMOVE CONCRETE BARRIER LF 16.0000 55,680.00 3,224.000 51,584 160 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 10,550.00 229.500 1,147.50 229.500 1,147 (ENHANCED WET NIGHT VISIBILITY) 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 410.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 162 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,990.00 534.000 534.00 534.000 534 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 163 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 3,420.00 0.000 0 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 78,750.00 58,802.000 88,203.00 58,802.000 88,203 (ENHANCED WET NIGHT VISIBILITY) 165 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 166 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,280.00 127.000 254.00 127.000 254 (ENHANCED WET NIGHT VISIBILITY) 167 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 765.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 168 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.1000 7,223.00 1,360.000 4,216.00 1,360.000 4,216 (ENHANCED WET NIGHT VISIBILITY) 169 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 1,470.00 0.000 0 170 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 35,600.00 12,890.000 5,156 171 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,630.00 0.000 0 172 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 2,680.00 1,536.000 6,144.00 1,536.000 6,144 (WARRANTY) (BROKEN 12-3) 173 CONTRAST STRIPE PAINT (1-COAT) LF 0.3000 10,890.00 31,527.000 9,458.10 31,527.000 9,458 174 REMOVE TRAFFIC STRIPE LF 0.5000 13,850.00 38,611.000 19,305.50 107,629.000 53,814 175 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5000 74,900.00 58,908.000 206,178.00 58,908.000 206,178 (WARRANTY) (BROKEN 36-12) 176 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.5000 4,050.00 0.000 0 (WARRANTY) 177 SUBSURFACE LOCATOR LS 35,000.0000 35,000.00 0.500 17,500 178 ELECTRIC SERVICE FOR IRRIGATION LS 10,000.0000 10,000.00 0.000 0 179 FIBER OPTIC CABLE SYSTEM (CITY) LS 50,000.0000 50,000.00 0.000 0 180 MODIFY LIGHTING SYSTEM (CITY) LS 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 181 MODIFYING LIGHTING SYSTEMS LS 35,000.0000 35,000.00 0.638 22,330 182 MODIFYING SIGN ILLUMINATION SYSTEMS LS 5,000.0000 5,000.00 0.000 0 183 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 130,000.0000 130,000.00 0.349 45,370 184 MODIFYING RAMP METERING SYSTEMS LS 200,000.0000 200,000.00 0.836 167,200 185 MODIFYING SIGNAL AND LIGHTING SYSTEM LS 185,000.0000 185,000.00 0.480 88,800 (CITY) 186 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 187 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,500.0000 5,000.00 2.000 5,000 PROGRAM CAS145 PAGE 9 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-422304 TIME 02:38 PM ESTIMATE NO. 020 BID OPENING 07/13/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: RAMESH NARAHARI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 662,893.10 9,847,804.47 ADJUSTMENT OF COMPENSATION 14,206.05 -22,413.87 EXTRA WORK 44,953.19 1,098,533.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 722,052.34 10,923,923.83 188 MOBILIZATION LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 ORIGINAL CONTRACT AMOUNT 13,373,297.00 TOTAL WORK COMPLETED 722,052.34 12,223,923.83 MATERIALS ON HAND ON SITE 224,563.36 DEDUCTIONS 0.00 -16,500.00 TOTAL 722,052.34 12,431,987.19 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 12/01/22 600 01/25/23 01/25/23 04/18/25 347 67 0 0 89% 58% PROGRESS IS SATISFACTORY RAMESH NARAHARI RESIDENT ENGINEER