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 09/22/22 EST. NO. 008 TIME 01:14 PM R.E. NAME: DAVID CATANIA 03-0H2104 --------------------------------------------------------------------------- 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 0001 1,425.00 E.W. @ F.A.(+) 091422 N 001 0 0002 1,662.58 091522 N 921102 0003 1,393.37 091622 N 921103 0004 1,895.37 092921 N 921107 0005 1,365.90 093021 N 921108 0006 78,810.50 E.W. @ L.S.(+) 091321 N 0006 0 0007 2,205.87 A.C. @ L.S.(+) 091321 N 0007 0 003 0001 2,205.87 A.C. @ L.S.(+) 072522 N 001 0 0003 378.64 E.W. @ F.A.(+) 060722 N 921109 0004 2,923.14 061322 N 921110 0005 486.30 061522 N 921112 0006 115.53 062922 N 921114 0007 81.09 063022 N 921115 0008 5,204.74 070622 N 921116 0009 1,520.29 071322 N 921118 004 0001 1,470.58 A.C. @ L.S.(+) 072522 N 0001 0 0002 478.70 E.W. @ F.A.(+) 071122 N 921117 0003 1,503.22 071422 N 921120 105,126.69 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 105,126.69 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 09/22/22 EST. NO. 008 TIME 01:14 PM R.E. NAME: DAVID CATANIA 03-0H2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LIQ. DAMAGES(7 DAYS) -28,000.00 008 MSG CEM-4401 2021 -10,000.00 008 MSG CEM-4401 2022 -10,000.00 008 PERFORMANCE FAILURE -123,330.00 008 -171,330.00 -171,330.00 EQUAL EMPLOYMENT OPPORTUNITY MSG CEM-2402 -10,000.00 008 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 11/21 LETTER -3,000.00 004 PER LTR DATED 12/21 -2,000.00 005 RETURN DEDUCT 11/21 3,000.00 005 DEDUCT LTTR 7/2022 -8,000.00 007 RTN LTTR 12/2021 2,000.00 007 0.00 -8,000.00 TOTAL DEDUCTIONS -181,330.00 -189,330.00 PROGRAM CAS145 PAGE 1 DATE 09/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 01:14 PM ESTIMATE NO. 008 BID OPENING 06/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 09/22/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 03-NEV-49-0.0/7.5 ---------------------------------------- LAMASSU UTILITY SERVICES, INC. NEAR HIGGINS CORNER, FROM THE 3193 ENTERPRISE CT; PLACER COUNTY LINE TO 0.3 MILE LOOMIS CA 95650 NORTH OF LIME KILN ROAD; ALSO IN PLACER COUNTY, AT PM R8.42 AND PM R10.23 FED. AID NO. N O N E REHABILITATE DRAINAGE SYSTEMS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,531.2500 1,531.25 0.020 30.63 1.000 1,531 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 18,750.0000 18,750.00 0.010 187.50 1.000 18,750 003 TIME-RELATED OVERHEAD (LS) LS 58,823.5300 58,823.53 0.050 2,941.18 1.000 58,823 004 CONSTRUCTION AREA SIGNS LS 6,250.0000 6,250.00 0.100 625.00 1.000 6,250 005 TRAFFIC CONTROL SYSTEM LS 162,500.0000 162,500.00 0.050 8,125.00 1.000 162,500 006 PORTABLE RADAR SPEED FEEDBACK LS 12,500.0000 12,500.00 1.000 12,500.00 1.000 12,500 SIGN SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.050 750.00 1.000 15,000 008 JOB SITE MANAGEMENT LS 11,812.5000 11,812.50 0.050 590.63 1.000 11,812 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,125.0000 3,125.00 0.020 62.50 1.000 3,125 010 MOVE-IN/MOVE-OUT EA 937.5000 937.50 1.000 937 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 312.5000 937.50 3.000 937.50 3.000 937 012 TEMPORARY FIBER ROLL LF 14.4000 3,312.00 30.000 432.00 230.000 3,312 013 TEMPORARY GRAVEL BAG BERM LF 31.2500 625.00 20.000 625.00 20.000 625 014 TEMPORARY CONSTRUCTION ENTRANCE EA 4,375.0000 43,750.00 4.000 17,500.00 4.000 17,500 015 TEMPORARY CONCRETE WASHOUT LS 625.0000 625.00 1.000 625.00 1.000 625 016 TEMPORARY CREEK DIVERSION EA 1,494.1500 11,953.20 8.000 11,953 SYSTEMS (EA) 017 TEMPORARY HIGH-VISIBILITY FENCE LF 16.1200 3,062.80 190.000 3,062.80 190.000 3,062 018 CLEARING AND GRUBBING (LS) LS 8,828.2300 8,828.23 1.000 8,828 019 STRUCTURE EXCAVATION (CULVERT) CY 458.5800 24,304.74 53.000 24,304 (F) 020 STRUCTURE BACKFILL (CULVERT) CY 733.2300 24,929.82 34.000 24,929 (F) 021 DITCH EXCAVATION CY 338.9800 6,101.64 24.800 8,406 022 DRY SEED (SQFT) SQFT 0.3100 12,307.00 10,502.000 3,255.62 13,794.000 4,276 PROGRAM CAS145 PAGE 2 DATE 09/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 01:14 PM ESTIMATE NO. 008 BID OPENING 06/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 09/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 29,775.00 10,502.000 7,876.50 13,794.000 10,345 024 MINOR HOT MIX ASPHALT TON 2,677.9300 29,457.23 10.900 29,189.44 10.900 29,189 025 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 387.2800 13,554.80 57.000 22,074.96 57.000 22,074 026 PLACE HOT MIX ASPHALT SQYD 250.0000 12,250.00 33.600 8,400.00 33.600 8,400 (MISCELLANEOUS AREA) 027 TACK COAT TON 6,250.0000 1,250.00 0.200 1,250.00 0.200 1,250 028 REMOVE ASPHALT CONCRETE DIKE LF 138.6200 4,851.70 57.000 7,901.34 57.000 7,901 029 STRUCTURAL CONCRETE, HEADWALL CY 1,625.0000 19,500.00 12.000 19,500 (F) 030 BAR REINFORCING STEEL LB 6.4400 7,225.68 1,122.000 7,225 (F) 031 18" CORRUGATED STEEL PIPE (.079" THICK) LF 437.5000 875.00 2.000 875.00 4.000 1,750 032 24" CORRUGATED STEEL PIPE (.079" THICK) LF 312.5000 7,500.00 36.000 11,250 033 30" CORRUGATED STEEL PIPE (.079" THICK) LF 437.5000 6,125.00 14.000 6,125 034 15" CORRUGATED STEEL PIPE TEE EA 1,250.0000 15,000.00 10.000 12,500.00 10.000 12,500 ENERGY DISSIPATOR (0.79" THICK) 035 10" FLUME DOWNDRAIN LF 126.0700 39,081.70 240.000 30,256.80 240.000 30,256 036 10" TAPERED INLET EA 1,975.6100 23,707.32 12.000 23,707.32 12.000 23,707 037 18" STEEL FLARED END SECTION EA 2,754.5600 11,018.24 1.000 2,754.56 3.000 8,263 038 24" STEEL FLARED END SECTION EA 2,361.4400 28,337.28 3.000 7,084.32 10.000 23,614 039 30" STEEL FLARED END SECTION EA 3,377.0600 3,377.06 3.000 10,131.18 3.000 10,131 040 REMOVE OVERSIDE DRAIN EA 1,479.9900 23,679.84 16.000 23,679.84 16.000 23,679 041 REMOVE CULVERT (LF) LF 102.5000 7,277.50 2.000 205.00 70.700 7,246 042 REMOVE DOWNDRAIN (EA) EA 1,212.9000 14,554.80 12.000 14,554.80 12.000 14,554 043 REMOVE FLARED END SECTION (EA) EA 187.5000 1,687.50 9.000 1,687 044 CLEANING, INSPECTING, AND PREPARING LF 28.8600 68,398.20 228.700 6,600.28 2,361.700 68,158 CULVERT (LF) 045 CONCRETE INVERT PAVING CY 4,522.0700 149,228.31 33.000 149,228.31 33.000 149,228 046 18" NON-STYRENE CURED-IN-PLACE LF 260.0500 19,503.75 73.500 19,113 PIPELINER 047 24" NON-STYRENE CURED-IN-PLACE LF 198.4000 416,640.00 -107.800 -21,387.52 1,821.800 361,445 PIPELINER 048 30" NON-STYRENE CURED-IN-PLACE LF 399.7000 31,576.30 109.000 43,567.30 202.900 81,099 PIPELINER 049 48" NON-STYRENE CURED-IN-PLACE LF 553.0700 82,960.50 -146.400 -80,969.45 0.000 0 PIPELINER PROGRAM CAS145 PAGE 3 DATE 09/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 01:14 PM ESTIMATE NO. 008 BID OPENING 06/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 09/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK SLOPE PROTECTION CY 872.1200 30,524.20 3.000 2,616.36 38.000 33,140 (150 LB, CLASS III, METHOD B) (CY) 051 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 34.9200 4,539.60 128.000 4,469 052 RELOCATE WATERLINE EA 1,712.9000 3,425.80 2.000 3,425 053 4' WIRE MESH GATE EA 2,855.0600 25,695.54 9.000 25,695.54 9.000 25,695 054 REMOVE FENCE (TYPE BW) LF 46.9600 4,226.40 125.000 5,870.00 125.000 5,870 055 RECONSTRUCT FENCE (TYPE WM) LF 291.5200 15,742.08 85.000 24,779.20 85.000 24,779 056 MARKER (CULVERT) EA 56.2500 2,025.00 36.000 2,025 057 CABLE RAILING LF 75.0300 2,175.87 0.000 0 (F) 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 15" ANCHOR ASSEMBLY EA 625.0000 7,500.00 12.000 7,500.00 12.000 7,500 PROGRAM CAS145 PAGE 4 DATE 09/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 01:14 PM ESTIMATE NO. 008 BID OPENING 06/02/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 09/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 418,191.44 1,466,595.86 ADJUSTMENT OF COMPENSATION 5,882.32 5,882.32 EXTRA WORK 99,244.37 99,244.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 523,318.13 1,571,722.55 060 MOBILIZATION LS 83,933.7700 83,933.77 1.000 83,933 ORIGINAL CONTRACT AMOUNT 1,680,147.68 TOTAL WORK COMPLETED 523,318.13 1,655,656.32 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -181,330.00 -189,330.00 TOTAL 341,988.13 1,466,326.32 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 07/08/21 80 08/16/21 07/22/21 08/19/22 90 182 7 0 100% 100% DAVID CATANIA RESIDENT ENGINEER