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 07/22/22 EST. NO. 007 TIME 06:48 AM 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 --------------------------------------------------------------------------- *** 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 07/22/22 EST. NO. 007 TIME 06:48 AM R.E. NAME: DAVID CATANIA 03-0H2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -6,000.00 -8,000.00 TOTAL DEDUCTIONS -6,000.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 06:48 AM ESTIMATE NO. 007 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 07/20/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 07/22/22 LOCATION RERUN PROGRESS ESTIMATE 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 0.050 76.56 0.980 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 18,750.0000 18,750.00 0.130 2,437.50 0.990 18,562 003 TIME-RELATED OVERHEAD (LS) LS 58,823.5300 58,823.53 0.068 4,000.00 0.950 55,882 004 CONSTRUCTION AREA SIGNS LS 6,250.0000 6,250.00 0.900 5,625 005 TRAFFIC CONTROL SYSTEM LS 162,500.0000 162,500.00 0.598 97,175.00 0.950 154,375 006 PORTABLE RADAR SPEED FEEDBACK LS 12,500.0000 12,500.00 0.000 0 SIGN SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.950 14,250.00 0.950 14,250 008 JOB SITE MANAGEMENT LS 11,812.5000 11,812.50 0.068 803.25 0.950 11,221 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,125.0000 3,125.00 0.050 156.25 0.980 3,062 010 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 0.000 0 012 TEMPORARY FIBER ROLL LF 14.4000 3,312.00 200.000 2,880 013 TEMPORARY GRAVEL BAG BERM LF 31.2500 625.00 0.000 0 014 TEMPORARY CONSTRUCTION ENTRANCE EA 4,375.0000 43,750.00 0.000 0 015 TEMPORARY CONCRETE WASHOUT LS 625.0000 625.00 0.000 0 016 TEMPORARY CREEK DIVERSION EA 1,494.1500 11,953.20 4.000 5,976.60 8.000 11,953 SYSTEMS (EA) 017 TEMPORARY HIGH-VISIBILITY FENCE LF 16.1200 3,062.80 0.000 0 018 CLEARING AND GRUBBING (LS) LS 8,828.2300 8,828.23 0.150 1,324.23 1.000 8,828 019 STRUCTURE EXCAVATION (CULVERT) CY 458.5800 24,304.74 53.000 24,304.74 53.000 24,304 (F) 020 STRUCTURE BACKFILL (CULVERT) CY 733.2300 24,929.82 34.000 24,929.82 34.000 24,929 (F) 021 DITCH EXCAVATION CY 338.9800 6,101.64 23.000 7,796.54 24.800 8,406 022 DRY SEED (SQFT) SQFT 0.3100 12,307.00 3,292.000 1,020 PROGRAM CAS145 PAGE 2 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 06:48 AM ESTIMATE NO. 007 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 07/20/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,292.000 2,469 024 MINOR HOT MIX ASPHALT TON 2,677.9300 29,457.23 0.000 0 025 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 387.2800 13,554.80 0.000 0 026 PLACE HOT MIX ASPHALT SQYD 250.0000 12,250.00 0.000 0 (MISCELLANEOUS AREA) 027 TACK COAT TON 6,250.0000 1,250.00 0.000 0 028 REMOVE ASPHALT CONCRETE DIKE LF 138.6200 4,851.70 0.000 0 029 STRUCTURAL CONCRETE, HEADWALL CY 1,625.0000 19,500.00 12.000 19,500.00 12.000 19,500 (F) 030 BAR REINFORCING STEEL LB 6.4400 7,225.68 1,122.000 7,225.68 1,122.000 7,225 (F) 031 18" CORRUGATED STEEL PIPE (.079" THICK) LF 437.5000 875.00 2.000 875 032 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 0.000 0 ENERGY DISSIPATOR (0.79" THICK) 035 10" FLUME DOWNDRAIN LF 126.0700 39,081.70 0.000 0 036 10" TAPERED INLET EA 1,975.6100 23,707.32 0.000 0 037 18" STEEL FLARED END SECTION EA 2,754.5600 11,018.24 2.000 5,509 038 24" STEEL FLARED END SECTION EA 2,361.4400 28,337.28 7.000 16,530 039 30" STEEL FLARED END SECTION EA 3,377.0600 3,377.06 0.000 0 040 REMOVE OVERSIDE DRAIN EA 1,479.9900 23,679.84 0.000 0 041 REMOVE CULVERT (LF) LF 102.5000 7,277.50 30.500 3,126.25 68.700 7,041 042 REMOVE DOWNDRAIN (EA) EA 1,212.9000 14,554.80 0.000 0 043 REMOVE FLARED END SECTION (EA) EA 187.5000 1,687.50 5.000 937.50 9.000 1,687 044 CLEANING, INSPECTING, AND PREPARING LF 28.8600 68,398.20 2,133.000 61,558 CULVERT (LF) 045 CONCRETE INVERT PAVING CY 4,522.0700 149,228.31 0.000 0 046 18" NON-STYRENE CURED-IN-PLACE LF 260.0500 19,503.75 36.400 9,465.82 73.500 19,113 PIPELINER 047 24" NON-STYRENE CURED-IN-PLACE LF 198.4000 416,640.00 1,367.600 271,331.84 1,929.600 382,832 PIPELINER 048 30" NON-STYRENE CURED-IN-PLACE LF 399.7000 31,576.30 93.900 37,531 PIPELINER 049 48" NON-STYRENE CURED-IN-PLACE LF 553.0700 82,960.50 146.400 80,969.45 146.400 80,969 PIPELINER PROGRAM CAS145 PAGE 3 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 06:48 AM ESTIMATE NO. 007 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 07/20/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 15,698.16 35.000 30,524 (150 LB, CLASS III, METHOD B) (CY) 051 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 34.9200 4,539.60 79.700 2,783.12 128.000 4,469 052 RELOCATE WATERLINE EA 1,712.9000 3,425.80 2.000 3,425.80 2.000 3,425 053 4' WIRE MESH GATE EA 2,855.0600 25,695.54 0.000 0 054 REMOVE FENCE (TYPE BW) LF 46.9600 4,226.40 0.000 0 055 RECONSTRUCT FENCE (TYPE WM) LF 291.5200 15,742.08 0.000 0 056 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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H2104 TIME 06:48 AM ESTIMATE NO. 007 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 07/20/22 R.E. NAME: DAVID CATANIA DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 597,694.11 1,048,404.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 597,694.11 1,048,404.44 060 MOBILIZATION LS 83,933.7700 83,933.77 0.050 4,196.69 1.000 83,933 ORIGINAL CONTRACT AMOUNT 1,680,147.68 TOTAL WORK COMPLETED 601,890.80 1,132,338.21 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -6,000.00 -8,000.00 TOTAL 595,890.80 1,124,338.21 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 07/08/21 80 08/16/21 07/22/21 07/26/22 76 174 0 0 67% 95% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H DAVID CATANIA RESIDENT ENGINEER