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 05/20/24 EST. NO. 012 TIME 02:37 PM R.E. NAME: BORJA, ROBERTO 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 --------------------------------------------------------------------------- 003 0013 1,911.31 E.W. @ F.A.(+) 012224 N 0038.0 1,911.31 TOTAL THIS ESTIMATE 135,367.86 TOTAL PREVIOUS ESTIMATE 137,279.17 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 05/20/24 EST. NO. 012 TIME 02:37 PM R.E. NAME: BORJA, ROBERTO 04-2A9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 02:37 PM ESTIMATE NO. 012 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 05/20/24 R.E. NAME: BORJA, ROBERTO DATE OF THIS ESTIMATE 05/20/24 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 0.077 45,276.00 0.847 498,036 004 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 0.077 60,629.80 0.847 666,927 008 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 6,880.010 137,600.20 26,340.010 526,800 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 20,000.0000 140,000.00 3.000 60,000 012 TEMPORARY CRASH CUSHION MODULE EA 230.0000 73,600.00 210.000 48,300.00 448.000 103,040 013 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.077 3,850.00 0.927 46,350 014 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 1.000 500.00 18.000 9,000 016 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 0.000 0 018 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 1.000 5,100 022 STREET SWEEPING LS 120,000.0000 120,000.00 0.077 9,240.00 0.847 101,640 PROGRAM CAS145 PAGE 2 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 02:37 PM ESTIMATE NO. 012 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 05/20/24 R.E. NAME: BORJA, ROBERTO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.077 693.00 0.847 7,623 024 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 0.000 0 029 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 13.520 3,515.20 11,534.780 2,999,042 (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 8.000 6,000 036 IMPORTED TOPSOIL (CY) CY 125.0000 32,500.00 0.000 0 037 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6500 163,800.00 180,350.000 117,227 038 HYDROMULCH SQFT 0.1000 26,600.00 176,920.000 17,692 039 FIBER ROLLS LF 4.0000 96,000.00 12,678.000 50,712 040 HYDROSEED SQFT 0.3500 99,050.00 152,450.000 53,357 041 COMPOST (CY) CY 55.0000 50,600.00 572.700 31,498 042 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 89.820 21,556.80 1,243.340 298,401 044 HOT MIX ASPHALT-OPEN GRADED TON 2,200.0000 11,000.00 0.000 0 (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 8,073.300 32,293 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 396,000.00 92.120 276,360.00 123.950 371,850 (F) 049 CLEAN EXPANSION JOINT LF 29.0000 8,758.00 604.000 17,516.00 604.000 17,516 PROGRAM CAS145 PAGE 3 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 02:37 PM ESTIMATE NO. 012 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 05/20/24 R.E. NAME: BORJA, ROBERTO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,294.00 604.000 58,588.00 604.000 58,588 051 RAPID SETTING CONCRETE (PATCH) CF 8,000.0000 11,200.00 9.200 73,600.00 9.200 73,600 052 REMOVE UNSOUND CONCRETE CF 3,000.0000 4,200.00 9.200 27,600.00 9.200 27,600 053 18" ALTERNATIVE PIPE CULVERT LF 330.0000 95,700.00 0.000 0 054 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 2,433.000 559,590 056 36" ALTERNATIVE PIPE CULVERT LF 240.0000 252,000.00 757.000 181,680 057 42" ALTERNATIVE PIPE CULVERT LF 320.0000 806,400.00 2,511.300 803,616 058 48" ALTERNATIVE PIPE CULVERT LF 350.0000 1,428,000.00 4,024.000 1,408,400 059 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 1,140.000 501,600 (.109" THICK) 062 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 450.0000 562,500.00 1,244.000 559,800 (.109" THICK) 063 18" WSP (0.25" THICK) TRENCHLESS LF 1,150.0000 1,035,000.00 301.800 347,070.00 301.800 347,070 INSTALLATION METHOD 064 24" WSP (0.25" THICK) TRENCHLESS LF 1,150.0000 402,500.00 341.000 392,150.00 341.000 392,150 INSTALLATION METHOD 065 ABANDON CULVERT (LF) LF 30.0000 68,100.00 1,038.000 31,140 066 REMOVE CULVERT (LF) LF 35.0000 416,500.00 11,220.900 392,731 067 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 0.000 0 072 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 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 02:37 PM ESTIMATE NO. 012 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 05/20/24 R.E. NAME: BORJA, ROBERTO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,109,600.00 153.340 55,969.10 2,975.740 1,086,145 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 2.500 2,750 084 MISCELLANEOUS IRON AND STEEL LB 4.0000 37,816.00 3,912.000 15,648.00 5,868.000 23,472 (F) 085 MANHOLE FRAME AND COVER EA 900.0000 900.00 0.000 0 086 WILDLIFE EXCLUSION FENCE (TYPE FROG) LF 10.0000 75,300.00 720.000 7,200.00 8,250.000 82,500 087 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 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2A9704 TIME 02:37 PM ESTIMATE NO. 012 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 05/20/24 R.E. NAME: BORJA, ROBERTO DATE OF THIS ESTIMATE 05/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,602,862.10 14,135,244.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,911.31 137,279.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,604,773.41 14,272,523.97 100 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 1,604,773.41 16,092,523.97 MATERIALS ON HAND ON SITE 41,843.39 243,343.39 DEDUCTIONS 0.00 0.00 TOTAL 1,646,616.80 16,335,867.36 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 06/14/23 06/14/23 10/01/24 178 48 0 0 80% 66% PROGRESS IS SATISFACTORY BORJA, ROBERTO RESIDENT ENGINEER