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 08/21/15 EST. NO. 002 TIME 11:09 AM R.E. NAME: GREWAL, MANDHIR 02-4E6004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 3,911.74 E.W. @ F.A.(+) 062615 N 001 0 0002 603.68 062915 N 002 0 0003 74.42 063015 N 003 0 0004 74.42 070115 N 004 0 0005 217.87 070215 N 005 0 4,882.13 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 4,882.13 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 08/21/15 EST. NO. 002 TIME 11:09 AM R.E. NAME: GREWAL, MANDHIR 02-4E6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/15 -1,000.00 001 RETURN PRE DEDUCTION 1,000.00 002 8/16/15 LETTER -4,000.00 002 -3,000.00 -4,000.00 TOTAL DEDUCTIONS -3,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 08/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6004 TIME 11:09 AM ESTIMATE NO. 002 BID OPENING 04/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 08/21/15 LOCATION RERUN PROGRESS ESTIMATE 02-TRI-3-30.8/31.1 ----------------------- TIMBERWORKS IN TRINITY COUNTY AT WEAVERVILLE 509 S MT SHASTA BLVD FROM ROUTE 299 TO 0.2 MILE NORTH MT. SHASTA CA 96067 OF CENTER STREET. FED. AID NO. N O N E INSTALL SIDEWALKS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,225.0000 1,225.00 0.150 183.75 0.950 1,163 002 CONSTRUCTION AREA SIGNS LS 1,700.0000 1,700.00 0.413 702.10 0.670 1,139 003 TRAFFIC CONTROL SYSTEM LS 36,250.0000 36,250.00 0.329 11,926.25 0.586 21,242 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 22.0000 1,056.00 60.000 1,320 005 JOB SITE MANAGEMENT LS 5,868.5000 5,868.50 0.329 1,930.74 0.586 3,438 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 595.0000 595.00 0.100 59.50 0.900 535 007 TEMPORARY DRAINAGE INLET PROTECTION EA 457.9200 2,289.60 5.000 2,289 008 TEMPORARY CONCRETE WASHOUT LS 915.8400 915.84 0.200 183.17 0.700 641 009 TREATED WOOD WASTE LB 1.0000 580.00 0.000 0 010 ABANDON CULVERT (EA) EA 2,289.6000 2,289.60 0.000 0 011 REMOVE CHAIN LINK FENCE LF 29.8400 477.44 16.000 477 012 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 30.0000 4,800.00 20.000 600.00 220.000 6,600 013 REMOVE ROADSIDE SIGN (WOOD POST) EA 50.0000 150.00 3.000 150.00 3.000 150 014 REMOVE SIGN PANEL EA 50.0000 50.00 0.000 0 015 REMOVE CULVERT (LF) LF 17.1700 6,524.60 213.000 3,657.21 380.000 6,524 016 REMOVE INLET EA 572.4000 1,717.20 3.000 1,717.20 3.000 1,717 017 REMOVE RETAINING WALL (LF) LF 4.0300 725.40 174.600 703.64 174.600 703 018 RECONSTRUCT CHAIN LINK FENCE LF 24.8000 4,712.00 0.000 0 019 RESET ROADSIDE SIGN EA 270.0000 810.00 0.000 0 020 RELOCATE ROADSIDE SIGN EA 270.0000 810.00 0.000 0 021 ADJUST MANHOLE TO GRADE EA 1,144.8000 1,144.80 0.000 0 022 ADJUST VALVE BOX EA 572.4000 1,717.20 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6004 TIME 11:09 AM ESTIMATE NO. 002 BID OPENING 04/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 08/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ADJUST UTILITY COVER TO GRADE EA 1,144.8000 1,144.80 0.000 0 024 ADJUST WATER METER BOX TO GRADE EA 572.4000 1,144.80 2.000 1,144.80 2.000 1,144 025 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 6.6900 2,542.20 375.000 2,508.75 389.000 2,602 026 REMOVE CONCRETE (CURB AND GUTTER) LF 3.8400 2,419.20 545.500 2,094.72 629.000 2,415 027 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 181.5000 254.10 1.400 254 028 REMOVE METAL RAILING LF 18.1500 544.50 30.000 544 029 ROADWAY EXCAVATION CY 66.0900 47,584.80 728.800 48,166.39 738.800 48,827 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 47.3700 19,137.48 404.000 19,137 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 152.1700 40,781.56 268.000 40,781.56 268.000 40,781 (F) 032 ROCK BLANKET SQFT 15.8400 6,811.20 0.000 0 033 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.5000 1,265.00 0.000 0 034 COMPOST SQFT 0.8500 2,150.50 0.000 0 035 CLASS 2 AGGREGATE BASE (CY) CY 103.3600 22,739.20 254.200 26,274.11 254.200 26,274 036 HOT MIX ASPHALT (TYPE A) TON 159.0000 76,320.00 263.100 41,832.90 263.100 41,832 037 PLACE HOT MIX ASPHALT SQYD 109.0000 8,938.00 0.000 0 (MISCELLANEOUS AREA) 038 STRUCTURAL CONCRETE, RETAINING WALL CY 555.6600 89,461.26 60.056 33,370.72 161.056 89,492 (F) 039 MINOR CONCRETE (MINOR STRUCTURE) CY 1,826.4898 16,073.11 10.010 18,283.16 10.010 18,283 (F) 040 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 19,100.00 450.000 450.00 19,100.000 19,100 (F) 041 ROADSIDE SIGN - ONE POST EA 239.0000 1,195.00 0.000 0 042 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.4000 629.80 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 043 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.8900 276.83 0.000 0 044 PREPARE AND STAIN CONCRETE SQFT 30.2500 1,512.50 50.000 1,512.50 50.000 1,512 045 ANTI-GRAFFITI COATING SQFT 6.3500 8,572.50 0.000 0 (F) 046 CONCRETE BACKFILL (PIPE TRENCH) CY 228.9600 1,831.68 14.000 3,205.44 14.000 3,205 047 18" CORRUGATED STEEL PIPE (.079" THICK) LF 78.7900 73,274.70 936.000 73,747.44 936.000 73,747 048 DRAINAGE INLET MARKER EA 59.0000 354.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6004 TIME 11:09 AM ESTIMATE NO. 002 BID OPENING 04/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 08/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 DETECTABLE WARNING SURFACE SQFT 37.2100 4,465.20 30.000 1,116.30 30.000 1,116 050 MINOR CONCRETE (MISCELLANEOUS CY 499.2800 79,884.80 126.300 63,059.06 127.900 63,857 CONSTRUCTION) 051 MISCELLANEOUS IRON AND STEEL LB 2.0500 3,429.65 239.000 489.95 239.000 489 (F) 052 STONE VENEER SQFT 46.1600 60,008.00 767.000 35,404.72 767.000 35,404 053 CHAIN LINK FENCE (TYPE CL-4) LF 48.0600 5,286.60 0.000 0 054 4' CHAIN LINK GATE (TYPE CL-4) EA 1,269.5300 1,269.53 0.000 0 055 PIPE HANDRAILING LF 171.7200 16,313.40 0.000 0 (F) 056 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 6,700.00 518.000 5,180.00 518.000 5,180 057 THERMOPLASTIC TRAFFIC STRIPE LF 3.7600 4,436.80 547.000 2,056.72 547.000 2,056 (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 08/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6004 TIME 11:09 AM ESTIMATE NO. 002 BID OPENING 04/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: GREWAL, MANDHIR DATE OF THIS ESTIMATE 08/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 422,492.80 545,204.29 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,882.13 4,882.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 427,374.93 550,086.42 058 MOBILIZATION LS 34,316.9000 34,316.90 0.250 8,579.23 1.000 34,316 ORIGINAL CONTRACT AMOUNT 738,577.78 TOTAL WORK COMPLETED 435,954.16 584,403.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -4,000.00 TOTAL 432,954.16 580,403.32 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 06/10/15 70 06/24/15 06/10/15 10/01/15 41 11 0 0 73% 59% PROGRESS IS SATISFACTORY GREWAL, MANDHIR RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/15