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 02/13/14 EST. NO.11 TIME 08:53 AM R.E. NAME: AMARJIT DHALIWAL 06-0K3904 --------------------------------------------------------------------------- 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 0006 4,015.18 E.W. @ F.A.(+) 012214 N 4 0 0007 10,363.71 082913 N 1000 0 0008 284.24 121813 N 1001 0 14,663.13 TOTAL THIS ESTIMATE 14,314.88 TOTAL PREVIOUS ESTIMATE 28,978.01 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 02/13/14 EST. NO.11 TIME 08:53 AM R.E. NAME: AMARJIT DHALIWAL 06-0K3904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS DOCUMENTS -10,000.00 05 MISS DOC CPM -10,000.00 06 MISS DOC CPM -21,500.00 07 PILE TEST MITIGATION -4,500.00 07 MISS DOC CPM -10,000.00 08 MISS DOC CPM -88,000.00 09 ANT 31 LDS @ 3000P/D -93,000.00 10 ANT 31 LDS @ 3000 PD 93,000.00 11 MISS CEM 4401 -10,000.00 11 MISS CEM 2402F -10,000.00 11 73,000.00 -164,000.00 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 07 MISS PYRL -10,000.00 11 RECD PYRL # 7 3,000.00 11 -7,000.00 -10,000.00 LIQUIDATED DAMAGES 28 LDS @ 3000 PD -84,000.00 11 -84,000.00 -84,000.00 TOTAL DEDUCTIONS -18,000.00 -258,000.00 PROGRAM CAS145 PAGE 1 DATE 02/13/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K3904 TIME 08:53 AM ESTIMATE NO. 11 BID OPENING 11/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/30/14 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 02/13/14 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KER-58-R99.3/R99.7 ---------------------------------------- AMERICAN PAVING CO ON ROUTE 58 IN KERN COUNTY BETWEEN P O BOX 4348 POSTMILE R99.3 AND POSTMILE R99.7 FRESNO CA 93744 FED. AID NO. NH-P058(114) BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION SITE MANAGEMENT LS 3,000.0000 3,000.00 0.020 60.00 1.000 3,000 002 PREPARE WATER POLLUTION CONTROL LS 1,500.0000 1,500.00 0.250 375.00 1.000 1,500 PROGRAM 003 TEMPORARY FIBER ROLL LF 4.5000 9,630.00 1,459.000 6,565 004 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 6,000.00 0.000 0 005 TEMPORARY COVER SQYD 7.0000 4,200.00 200.000 1,400 006 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000 007 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.110 3,300.00 1.000 30,000 008 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.020 600.00 1.000 30,000 009 FLASHING ARROW SIGN EA 3,000.0000 6,000.00 2.000 6,000 010 TYPE III BARRICADE EA 60.0000 3,120.00 33.000 1,980 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 390.00 126.000 378 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 1,678.00 6,539.000 1,307 013 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,800.00 166.000 6,640 014 FLASHING BEACON (PORTABLE) EA 700.0000 1,400.00 2.000 1,400 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.020 100.00 1.000 5,000 016 ABANDON CULVERT (EA) EA 1,500.0000 3,000.00 2.000 3,000 017 REMOVE METAL BEAM GUARD RAILING LF 18.0000 4,500.00 250.000 4,500 018 REMOVE PAINTED TRAFFIC STRIPE LF 0.7500 3,345.00 4,460.000 3,345 019 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 195.00 130.000 195 020 REMOVE ROADSIDE SIGN EA 40.0000 480.00 4.000 160.00 12.000 480 021 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 1,365.00 2,101.000 1,050.50 2,730.000 1,365 022 REMOVE DOWNDRAIN (EA) EA 950.0000 950.00 1.000 950 PROGRAM CAS145 PAGE 2 DATE 02/13/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K3904 TIME 08:53 AM ESTIMATE NO. 11 BID OPENING 11/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/30/14 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 02/13/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 1,100.0000 2,200.00 2.000 2,200 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 21,400.00 10,700.000 21,400 025 BRIDGE REMOVAL LS 46,000.0000 46,000.00 1.000 46,000 026 CLEARING AND GRUBBING (LS) LS 5,000.0000 5,000.00 1.000 5,000 027 ROADWAY EXCAVATION CY 100.0000 900.00 9.000 900 028 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 029 SHOULDER BACKING TON 125.0000 4,250.00 12.600 1,575.00 34.000 4,250 030 STRUCTURE EXCAVATION (BRIDGE) CY 108.0000 8,640.00 80.000 8,640 (F) 031 STRUCTURE BACKFILL (BRIDGE) CY 185.0000 9,435.00 51.000 9,435 (F) 032 CONCRETE BACKFILL FAST SETTING CY 600.0000 3,600.00 6.000 3,600 033 DITCH EXCAVATION CY 50.0000 28,000.00 553.000 27,650 034 EROSION CONTROL (COMPOST BLANKET) CY 110.0000 8,030.00 73.000 8,030.00 73.000 8,030 035 ROLLED EROSION CONTROL PRODUCT SQFT 1.9000 6,251.00 1,480.000 2,812.00 1,480.000 2,812 (BLANKET) 036 AGGREGATE BASE (APPROACH SLAB) CY 127.0000 1,270.00 10.000 1,270 037 HOT MIX ASPHALT (TYPE A) TON 111.0000 224,220.00 351.140 38,976.54 1,781.130 197,705 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2000 6,358.00 2,894.000 6,366.80 2,894.000 6,366 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 32.00 8.000 32.00 8.000 32 040 PLACE HOT MIX ASPHALT SQYD 100.0000 1,500.00 15.000 1,500.00 15.000 1,500 (MISCELLANEOUS AREA) 041 TACK COAT TON 2,500.0000 12,500.00 1.500 3,750.00 3.750 9,375 042 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 182.0000 58,786.00 323.000 58,786 043 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 409.0000 206,136.00 504.000 206,136 044 STRUCTURAL CONCRETE, BRIDGE CY 568.0000 260,712.00 459.000 260,712 (F) 045 STRUCTURAL CONCRETE, APPROACH SLAB CY 895.0000 83,235.00 93.000 83,235 (F) (TYPE N MODIFIED) 046 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 9,800.00 2.800 9,800 (F) 047 JOINT SEAL (MR 1") LF 1.0000 84.00 84.000 84 048 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 113,137.50 90,510.000 113,137 (F) 049 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3500 70,402.50 52,150.000 70,402 (F) (BRIDGE) PROGRAM CAS145 PAGE 3 DATE 02/13/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K3904 TIME 08:53 AM ESTIMATE NO. 11 BID OPENING 11/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/30/14 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 02/13/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,150.00 204.400 3,066.00 204.400 3,066 (0.063"-UNFRAMED) 051 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,088.00 68.250 1,092.00 68.250 1,092 (0.063"-FRAMED) 052 ROADSIDE SIGN - ONE POST EA 200.0000 1,400.00 11.000 2,200.00 11.000 2,200 053 ROADSIDE SIGN - TWO POST EA 350.0000 1,750.00 1.000 350.00 1.000 350 054 CONCRETE STAINING SQFT 2.2500 6,333.75 -1,870.000 -4,207.50 1,870.000 4,207 055 24" ALTERNATIVE PIPE CULVERT LF 90.0000 4,860.00 54.000 4,860 056 12" CORRUGATED STEEL PIPE LF 70.0000 9,100.00 130.000 9,100 057 8" PERFORATED STEEL PIPE UNDERDRAIN LF 20.0000 1,600.00 80.000 1,600 (.064" THICK) 058 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 9,225.00 205.000 9,225 (.064" THICK) 059 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 75.0000 2,775.00 37.000 2,775.00 37.000 2,775 (.079" THICK) 060 ANCHOR ASSEMBLY EA 400.0000 800.00 2.000 800 061 36" CORRUGATED STEEL PIPE INLET LF 1,100.0000 5,500.00 5.000 5,500 (.109" THICK) 062 18" CORRUGATED STEEL PIPE ENERGY EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 DISSIPATOR (.064" THICK) 063 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 064 36" PRECAST CONCRETE PIPE INLET LF 600.0000 2,400.00 4.000 2,400 065 ROCK SLOPE PROTECTION CY 265.0000 2,650.00 10.000 2,650 (FACING, METHOD B) (CY) 066 SLOPE PAVING (CONCRETE) CY 960.0000 40,320.00 42.000 40,320 (F) 067 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 70.0000 1,680.00 24.000 1,680 068 MISCELLANEOUS IRON AND STEEL LB 4.0000 4,136.00 1,034.000 4,136 (F) 069 DELINEATOR (CLASS 2) EA 40.0000 2,840.00 71.000 2,840.00 71.000 2,840 070 METAL BEAM GUARD RAILING (STEEL POST) LF 42.0000 2,100.00 50.000 2,100 071 DOUBLE METAL BEAM GUARD RAILING LF 46.0000 2,622.00 62.000 2,852 (STEEL POST) 072 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 2.000 6,000 073 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 790.0000 790.00 1.000 790 074 END CAP (TYPE A) EA 80.0000 80.00 1.000 80 075 CRASH CUSHION (TYPE CAT) EA 4,700.0000 4,700.00 1.000 4,700 076 CONCRETE BARRIER (TYPE 732) LF 122.0000 35,624.00 292.000 35,624 (F) PROGRAM CAS145 PAGE 4 DATE 02/13/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K3904 TIME 08:53 AM ESTIMATE NO. 11 BID OPENING 11/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/30/14 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 02/13/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,980.00 388.000 2,328.00 388.000 2,328 078 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3500 2,943.50 8,410.000 2,943.50 8,410.000 2,943 079 PAVEMENT MARKER EA 20.0000 3,000.00 150.000 3,000.00 150.000 3,000 (RETROREFLECTIVE-RECESSED) 080 COMMUNICATION CONDUIT (LS) LS 15,500.0000 15,500.00 1.000 15,500.00 1.000 15,500 081 DETECTOR LOOP (LS) LS 8,000.0000 8,000.00 1.000 8,000.00 1.000 8,000 PROGRAM CAS145 PAGE 5 DATE 02/13/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K3904 TIME 08:53 AM ESTIMATE NO. 11 BID OPENING 11/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/30/14 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 02/13/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 111,074.84 1,456,184.53 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,663.13 28,978.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 125,737.97 1,485,162.54 082 MOBILIZATION LS 93,000.0000 93,000.00 1.000 93,000 ORIGINAL CONTRACT AMOUNT 1,598,379.25 TOTAL WORK COMPLETED 125,737.97 1,578,162.54 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -18,000.00 -258,000.00 TOTAL 107,737.97 1,320,162.54 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 01/10/13 175 04/02/13 04/02/13 01/30/14 206 2 12 0 100% 100% AMARJIT DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/13/14