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 07/16/24 EST. NO. 014 TIME 10:50 AM R.E. NAME: MOHAMED, FOUAD 04-2A9704 --------------------------------------------------------------------------- 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 07/16/24 EST. NO. 014 TIME 10:50 AM R.E. NAME: MOHAMED, FOUAD 04-2A9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 10:50 AM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MOHAMED, FOUAD DATE OF THIS ESTIMATE 07/16/24 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-280-11.6/18.8 ----------------------- 04-SM-280-6.7/R12.7 GHILOTTI CONSTRUCTION COMPANY, ON ROUTE 280 IN SANTA CLARA AND SAN INC. MATEO COUNTIES AT VARIOUS LOCATIONS 246 GHILOTTI AVE; FROM FOOTHILL BOULEVARD TO CRYSTAL SANTA ROSA CA 95407 SPRINGS ROAD FED. AID NO. IM- ( ) TO REPLACE AND REMEDIATE THE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,500.0000 7,500.00 0.750 5,625 003 TIME-RELATED OVERHEAD (LS) LS 588,000.0000 588,000.00 0.076 44,688.00 1.000 588,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 3.000 18,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 7,300.0000 7,300.00 0.750 5,475 007 TRAFFIC CONTROL SYSTEM LS 787,400.0000 787,400.00 0.076 59,842.40 1.000 787,400 008 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 9,100.00 20.000 1,300 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 50.0000 25,000.00 0.000 0 SYSTEM DAY 010 TEMPORARY BARRIER SYSTEM LF 20.0000 594,000.00 6,860.000 137,200.00 29,700.000 594,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 20,000.0000 140,000.00 4.000 80,000.00 7.000 140,000 012 TEMPORARY CRASH CUSHION MODULE EA 230.0000 73,600.00 371.000 85,330 013 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,295.0000 1,295.00 1.000 1,295 015 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 4.000 2,000.00 22.000 11,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 600.00 11.000 3,300 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 018 TEMPORARY COVER SQYD 3.0000 86,100.00 17,102.000 51,306 019 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 33,250.00 207.000 36,225 020 TEMPORARY FIBER ROLL LF 3.2500 7,800.00 0.000 0 021 TEMPORARY CONSTRUCTION ENTRANCE EA 5,100.0000 5,100.00 2.000 10,200.00 3.000 15,300 022 STREET SWEEPING LS 120,000.0000 120,000.00 0.076 9,120.00 1.000 120,000 PROGRAM CAS145 PAGE 2 DATE 07/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 10:50 AM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MOHAMED, FOUAD DATE OF THIS ESTIMATE 07/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 0.076 684.00 1.000 9,000 024 WATER QUALITY ANNUAL REPORT EA 2,200.0000 6,600.00 0.000 0 025 ASBESTOS COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 026 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500 027 DUST CONTROL PLAN LS 1,200.0000 1,200.00 1.000 1,200 (NATURALLY OCCURRING ASBESTOS) 028 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 1,200.0000 4,800.00 4.000 4,800.00 4.000 4,800 029 TEMPORARY HIGH-VISIBILITY FENCE LF 3.0000 5,970.00 2,520.000 7,560 030 CLEARING AND GRUBBING (LS) LS 224,411.0000 224,411.00 0.100 22,441 031 STRUCTURE BACKFILL (SLURRY CEMENT) CY 260.0000 3,069,300.00 270.220 70,257.20 11,805.000 3,069,300 (F) 032 DITCH EXCAVATION CY 1,200.0000 49,200.00 0.000 0 033 IMPORTED BORROW (CY) CY 205.0000 88,150.00 0.000 0 034 EMBANKMENT GRADING SQYD 8.0000 38,664.00 0.000 0 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750.00 9.000 6,750 036 IMPORTED TOPSOIL (CY) CY 125.0000 32,500.00 0.000 0 037 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6500 163,800.00 85,369.000 55,489.85 265,719.000 172,717 038 HYDROMULCH SQFT 0.1000 26,600.00 65,369.000 6,536.90 242,289.000 24,228 039 FIBER ROLLS LF 4.0000 96,000.00 9,400.000 37,600.00 22,078.000 88,312 040 HYDROSEED SQFT 0.3500 99,050.00 65,369.000 22,879.15 217,819.000 76,236 041 COMPOST (CY) CY 55.0000 50,600.00 225.000 12,375.00 797.700 43,873 042 INCORPORATE MATERIALS SQFT 0.2000 3,260.00 16,300.000 3,260 043 HOT MIX ASPHALT (TYPE A) TON 240.0000 350,400.00 260.350 62,484.00 1,460.000 350,400 044 HOT MIX ASPHALT-OPEN GRADED TON 2,200.0000 11,000.00 5.000 11,000.00 5.000 11,000 (OPEN GRADED FRICTION COURSE) 045 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.8500 16,391.00 0.000 0 046 TACK COAT TON 4,690.0000 7,504.00 0.000 0 047 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 35,440.00 786.700 3,146.80 8,860.000 35,440 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 396,000.00 16.070 48,210.00 132.000 396,000 (F) 049 CLEAN EXPANSION JOINT LF 29.0000 8,758.00 302.000 8,758 PROGRAM CAS145 PAGE 3 DATE 07/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 10:50 AM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MOHAMED, FOUAD DATE OF THIS ESTIMATE 07/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINT SEAL (MR 1") LF 97.0000 29,294.00 302.000 29,294 051 RAPID SETTING CONCRETE (PATCH) CF 8,000.0000 11,200.00 4.600 36,800 052 REMOVE UNSOUND CONCRETE CF 3,000.0000 4,200.00 4.600 13,800 053 18" ALTERNATIVE PIPE CULVERT LF 330.0000 95,700.00 190.000 62,700.00 190.000 62,700 054 24" ALTERNATIVE PIPE CULVERT LF 220.0000 116,600.00 530.000 116,600 055 30" ALTERNATIVE PIPE CULVERT LF 230.0000 568,100.00 37.000 8,510.00 2,470.000 568,100 056 36" ALTERNATIVE PIPE CULVERT LF 240.0000 252,000.00 23.000 5,520.00 780.000 187,200 057 42" ALTERNATIVE PIPE CULVERT LF 320.0000 806,400.00 8.700 2,784.00 2,520.000 806,400 058 48" ALTERNATIVE PIPE CULVERT LF 350.0000 1,428,000.00 56.000 19,600.00 4,080.000 1,428,000 059 54" ALTERNATIVE PIPE CULVERT LF 450.0000 936,000.00 2,080.000 936,000 060 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0000 6,380.00 29.000 6,380 (.109" THICK) 061 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 440.0000 519,200.00 34.000 14,960.00 1,174.000 516,560 (.109" THICK) 062 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 450.0000 562,500.00 6.000 2,700.00 1,250.000 562,500 (.109" THICK) 063 18" WSP (0.25" THICK) TRENCHLESS LF 1,150.0000 1,035,000.00 221.900 255,185.00 900.000 1,035,000 INSTALLATION METHOD 064 24" WSP (0.25" THICK) TRENCHLESS LF 1,150.0000 402,500.00 341.000 392,150 INSTALLATION METHOD 065 ABANDON CULVERT (LF) LF 30.0000 68,100.00 1,232.000 36,960.00 2,270.000 68,100 066 REMOVE CULVERT (LF) LF 35.0000 416,500.00 277.500 9,712.50 11,516.000 403,060 067 REMOVE DOWNDRAIN (EA) EA 1,700.0000 59,500.00 35.000 59,500 068 REMOVE INLET EA 1,700.0000 13,600.00 2.000 3,400 069 CLEANING, INSPECTING, AND PREPARING LF 41.0000 130,790.00 3,053.000 125,173 CULVERT (LF) 070 CONCRETE INVERT PAVING CY 3,300.0000 165,000.00 0.000 0 071 SAND BACKFILL CY 150.0000 108,000.00 720.000 108,000.00 720.000 108,000 072 18" MACHINE SPIRAL WOUND PVC PIPELINER LF 377.0000 41,470.00 102.000 38,454 (EXPANDABLE DIAMETER) 073 24" MACHINE SPIRAL WOUND PVC PIPELINER LF 345.0000 155,250.00 102.000 35,190 (EXPANDABLE DIAMETER) 074 36" MSW PVC PIPELINER (EXPANDABLE LF 466.0000 326,200.00 0.000 0 DIAMETER) 075 39" MSW PVC PIPELINER (EXPANDABLE LF 443.0000 194,920.00 0.000 0 DIAMETER) 076 42" MSW PVC PIPELINER (EXPANDABLE LF 495.0000 391,050.00 0.000 0 DIAMETER) PROGRAM CAS145 PAGE 4 DATE 07/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 10:50 AM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MOHAMED, FOUAD DATE OF THIS ESTIMATE 07/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 078 CONCRETE (DITCH LINING) CY 1,500.0000 33,000.00 0.000 0 079 ROCK SLOPE PROTECTION CY 210.0000 296,100.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 080 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 6,420.00 0.000 0 081 MINOR CONCRETE (MISCELLANEOUS CY 365.0000 1,109,600.00 48.600 17,739.00 3,040.000 1,109,600 CONSTRUCTION) 082 MINOR CONCRETE (CURB AND GUTTER) CY 1,050.0000 71,400.00 68.000 71,400 083 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,100.0000 38,500.00 32.500 35,750.00 35.000 38,500 084 MISCELLANEOUS IRON AND STEEL LB 4.0000 37,816.00 1,304.000 5,216.00 9,454.000 37,816 (F) 085 MANHOLE FRAME AND COVER EA 900.0000 900.00 1.000 900.00 1.000 900 086 WILDLIFE EXCLUSION FENCE (TYPE FROG) LF 10.0000 75,300.00 8,850.000 88,500 087 WILDLIFE EXCLUSION FENCE GATE EA 2,000.0000 4,000.00 0.000 0 088 CHAIN LINK FENCE (TYPE CL-6) LF 28.8500 8,078.00 0.000 0 089 6' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 2,000.00 0.000 0 090 12' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 3,000.00 0.000 0 091 REMOVE CHAIN LINK FENCE LF 8.0000 2,240.00 0.000 0 092 REMOVE GATE EA 750.0000 1,500.00 0.000 0 093 TREATMENT BEST MANAGEMENT EA 120.0000 480.00 0.000 0 PRACTICE MARKER 094 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 095 REMOVE CONCRETE CURB (CY) CY 290.0000 19,720.00 68.000 19,720 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 097 REMOVE CONCRETE PAVEMENT (CY) CY 20.0000 7,400.00 370.000 7,400 098 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 099 ABANDON INLET EA 2,250.0000 4,500.00 2.000 4,500 PROGRAM CAS145 PAGE 5 DATE 07/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 10:50 AM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: MOHAMED, FOUAD DATE OF THIS ESTIMATE 07/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,267,499.80 15,770,030.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 137,279.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,267,499.80 15,907,309.67 100 MOBILIZATION LS 1,820,000.0000 1,820,000.00 1.000 1,820,000 ORIGINAL CONTRACT AMOUNT 19,824,451.00 TOTAL WORK COMPLETED 1,267,499.80 17,727,309.67 MATERIALS ON HAND ON SITE -75,000.00 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,192,499.80 17,727,309.67 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 04/20/23 270 06/26/23 06/14/23 10/07/24 218 51 0 0 88% 81% PROGRESS IS SATISFACTORY MOHAMED, FOUAD RESIDENT ENGINEER