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 07/25/12 EST. NO.18 TIME 10:34 AM R.E. NAME: AKHONDZADEH, RAHIM 11-273404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0001 -1,400.00 A.C. @ L.S.(-) 071812 N T001 0 010 0001 1,357.75 E.W. @ F.A.(+) 120811 N 0084.0 0002 729.21 120911 N 0085.0 0004 1,509.59 052912 N 0106.0 0005 377.39 053012 N 0107.0 2,573.94 TOTAL THIS ESTIMATE 215,330.66 TOTAL PREVIOUS ESTIMATE 217,904.60 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 07/25/12 EST. NO.18 TIME 10:34 AM R.E. NAME: AKHONDZADEH, RAHIM 11-273404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CIDH ACC W/DED.ABT1 -1,856.40 14 CIDH ACC W/DED. ABT2 -1,980.00 14 SWPPP ANNUAL REPORT -10,000.00 18 -10,000.00 -13,836.40 LABOR COMPLIANCE VIOLATION O/S PRS APRIL 2011 -1,000.00 04 RECD APR 11 CPR 1,000.00 05 DEL AUG 2011 CPR -2,000.00 08 DEL SEPT. 11 CPR -2,000.00 09 DEL OCT 11 CPR -3,000.00 10 RECD OCT 11 DEL 3,000.00 11 DEL DEC 11 CPR -3,000.00 12 PRTL AUG 11 DEL 1,000.00 12 RECD SEPT 11 DEL 2,000.00 12 DEL JAN 12 CPR -1,000.00 13 PRTL DEC 11 DEL 2,000.00 13 RECD AUG 11 DEL 1,000.00 13 DEL FEB 12 CPR -1,000.00 14 RECD JAN 12 CPR 1,000.00 14 DEL APR 12 CPR -2,000.00 16 DEL MAY 12 CPR -1,000.00 17 PRTL APR 12 DEL 1,000.00 18 RECD DEC 11 DEL 1,000.00 18 RECD MAY 12 DEL 1,000.00 18 3,000.00 -2,000.00 TOTAL DEDUCTIONS -7,000.00 -15,836.40 PROGRAM CAS145 PAGE 1 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-273404 TIME 10:34 AM ESTIMATE NO. 18 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/25/12 LOCATION RERUN PROGRESS ESTIMATE 11-SD-76-23.1/23.5 ----------------------- COFFMAN SPECIALTIES INC IN SAN DIEGO COUNTY AT PALA FROM 9685 VIA EXCELENCIA SUITE 200 0.1 MILE WEST TO 0.3 MILE EAST OF SAN DIEGO CA 92126 PALA CREEK BRIDGE FED. AID NO. ACST-ACBR(STP)P07,P-ACBR(STP)P07 BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.500 500.00 002 MAINTAIN EXISTING TEMPORARY ARROYO TOAD LF 5.0000 18,300.00 245.000 1,225.00 3,460.000 17,300.00 FENCE 003 CONSTRUCTION SITE MANAGEMENT LS 7,500.0000 7,500.00 0.052 390.00 0.835 6,262.50 004 PREPARE STORM WATER POLLUTION LS 1,200.0000 1,200.00 0.021 25.20 0.834 1,000.80 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.5000 6,600.00 5,172.190 12,930.48 006 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 3,000.00 3.000 4,500.00 007 MOVE-IN/MOVE-OUT EA 150.0000 450.00 2.000 300.00 (TEMPORARY EROSION CONTROL) 008 STREET SWEEPING LS 7,500.0000 7,500.00 0.052 390.00 0.835 6,262.50 009 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.052 78.00 0.835 1,252.50 010 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 1,668.00 4,390.890 1,756.36 011 RAIN EVENT ACTION PLAN EA 500.0000 8,000.00 13.000 6,500.00 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 7,750.00 2.000 500.00 014 CONSTRUCTION AREA SIGNS LS 5,400.0000 5,400.00 0.021 113.40 0.734 3,963.60 015 TRAFFIC CONTROL SYSTEM LS 12,000.0000 12,000.00 0.052 624.00 0.835 10,020.00 016 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2500 585.00 333.000 749.25 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 1,848.00 6,096.000 1,828.80 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,840.00 46.000 1,840.00 019 TRAFFIC PLASTIC DRUM EA 45.0000 1,215.00 29.000 1,305.00 020 TEMPORARY PAVEMENT MARKER EA 3.5000 665.00 173.000 605.50 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,200.0000 4,800.00 0.208 249.60 3.340 4,008.00 022 TEMPORARY RAILING (TYPE K) LF 12.0000 28,800.00 1,960.000 23,520.00 PROGRAM CAS145 PAGE 2 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-273404 TIME 10:34 AM ESTIMATE NO. 18 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 150.0000 8,400.00 70.000 10,500.00 024 REMOVE METAL BEAM GUARD RAILING LF 11.0000 2,860.00 259.000 2,849.00 025 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 4,120.00 3,431.000 1,372.40 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 1,800.00 4,000.000 1,800.00 027 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.4000 462.00 63.000 88.20 028 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 029 RELOCATE ROADSIDE SIGN EA 150.0000 150.00 0.000 0.00 030 BRIDGE REMOVAL LS 41,000.0000 41,000.00 1.000 41,000.00 031 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 032 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.052 780.00 0.835 12,525.00 033 ROADWAY EXCAVATION CY 23.5000 153,455.00 3,038.230 71,398.41 034 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.750 750.00 035 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 19,600.00 490.000 19,600.00 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 12,000.00 160.000 12,000.00 302.000 22,650.00 (F) 037 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 20.0000 43,600.00 2,178.000 43,560.00 038 HIGHWAY PLANTING LS 12,200.0000 12,200.00 0.000 0.00 039 DUFF SQYD 3.0000 750.00 209.730 629.19 040 EROSION CONTROL (COMPOST BLANKET) CY 29.5000 8,555.00 0.000 0.00 041 FIBER ROLLS LF 2.5000 12,850.00 0.000 0.00 042 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 375.0000 1,125.00 0.000 0.00 043 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 12,200.00 0.000 0.00 044 PLANT (GROUP H) EA 2.1000 1,680.00 0.000 0.00 045 PLANT (GROUP W) EA 2.1000 2,520.00 0.000 0.00 046 PLANT ESTABLISHMENT WORK LS 44,000.0000 44,000.00 0.000 0.00 047 IRRIGATION SYSTEM LS 8,150.0000 8,150.00 0.000 0.00 048 3" SUPPLY LINE (BRIDGE) LF 120.0000 25,200.00 115.800 13,896.00 210.000 25,200.00 (F) 049 8" CORRUGATED HIGH DENSITY LF 63.0000 9,450.00 123.500 7,780.50 173.000 10,899.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 3 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-273404 TIME 10:34 AM ESTIMATE NO. 18 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE CY 32.0000 93,120.00 941.550 30,129.60 1,515.440 48,494.08 051 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,750.0000 1,225.00 0.000 0.00 052 HOT MIX ASPHALT (TYPE A) TON 70.0000 223,300.00 876.880 61,381.60 053 PLACE HOT MIX ASPHALT DIKE LF 1.0000 2,260.00 1,386.000 1,386.00 054 PLACE HOT MIX ASPHALT SQYD 565.0000 3,955.00 4.800 2,712.00 (MISCELLANEOUS AREA) 055 TACK COAT TON 735.0000 2,499.00 0.000 0.00 056 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 340.0000 22,440.00 66.100 22,474.00 057 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 288,900.00 589.600 265,320.00 058 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,400.0000 85,400.00 0.350 29,890.00 0.800 68,320.00 059 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 4,200.00 10.700 7,490.00 (F) 060 STRUCTURAL CONCRETE, BRIDGE CY 410.0000 500,200.00 28.000 11,480.00 1,327.300 544,193.00 (F) 061 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 85,000.00 170.000 85,000.00 241.000 120,500.00 (F) (TYPE N) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 3,300.00 2.400 2,400.00 (F) 063 BUSH HAMMER TEXTURE SQFT 20.0000 19,000.00 475.000 9,500.00 (F) 064 JOINT SEAL (MR 2") LF 60.0000 9,480.00 0.000 0.00 065 BAR REINFORCING STEEL (BRIDGE) LB 0.6900 234,600.00 -31,956.000 -22,049.64 339,991.000 234,593.79 (F) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 465.00 0.000 0.00 (0.080"-UNFRAMED) 067 ROADSIDE SIGN - ONE POST EA 200.0000 1,200.00 0.000 0.00 068 12" BITUMINOUS COATED CORRUGATED STEEL LF 105.0000 16,800.00 65.000 6,825.00 133.700 14,038.50 PIPE DOWNDRAIN (.079" THICK) 069 12" ENTRANCE TAPER EA 385.0000 3,080.00 3.000 1,155.00 6.000 2,310.00 070 12" ANCHOR ASSEMBLY EA 180.0000 2,700.00 6.000 1,080.00 12.000 2,160.00 071 24" WELDED STEEL PIPE CASING (BRIDGE) LF 250.0000 20,000.00 80.000 20,000.00 072 ROCK SLOPE PROTECTION CY 60.0000 79,200.00 726.000 43,560.00 1,320.000 79,200.00 (1/2 TON, METHOD B) 073 ROCK SLOPE PROTECTION CY 60.0000 30,600.00 280.500 16,830.00 510.000 30,600.00 (BACKING NO. 1, METHOD B) 074 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 4,920.00 618.000 2,472.00 1,233.000 4,932.00 075 MINOR CONCRETE (MISCELLANEOUS CY 200.0000 800.00 2.090 418.00 2.090 418.00 CONSTRUCTION) 076 MISCELLANEOUS IRON AND STEEL LB 1.7500 836.50 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-273404 TIME 10:34 AM ESTIMATE NO. 18 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DELINEATOR (CLASS 1) EA 45.0000 900.00 0.000 0.00 078 OBJECT MARKER EA 75.0000 300.00 0.000 0.00 079 METAL BEAM GUARD RAILING (STEEL POST) LF 30.0000 4,800.00 75.000 2,250.00 080 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 2.000 6,000.00 081 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 1,350.00 1.000 675.00 082 ALTERNATIVE CRASH CUSHION SYSTEM EA 20,000.0000 40,000.00 0.000 0.00 083 CONCRETE BARRIER (TYPE 736) LF 84.0000 31,836.00 189.500 15,918.00 379.000 31,836.00 (F) 084 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 2,600.00 0.000 0.00 085 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,176.00 0.000 0.00 086 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,950.00 0.000 0.00 087 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 100.00 0.000 0.00 (BROKEN 12-3) 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 665.00 0.000 0.00 089 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.107 107.00 0.835 835.00 SYSTEM ELEMENTS DURING CONSTRUCTION 090 LIGHTING CONDUIT (BRIDGE) LF 15.0000 6,750.00 202.000 3,030.00 402.000 6,030.00 091 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 15.0000 6,750.00 202.000 3,030.00 402.000 6,030.00 092 RELOCATE FLASHING BEACON LS 9,900.0000 9,900.00 0.860 8,514.00 PROGRAM CAS145 PAGE 5 DATE 07/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-273404 TIME 10:34 AM ESTIMATE NO. 18 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 266,426.66 2,023,319.46 ADJUSTMENT OF COMPENSATION -1,400.00 131,266.96 EXTRA WORK 3,973.94 86,637.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 269,000.60 2,241,224.06 093 MOBILIZATION LS 270,594.5000 270,594.50 1.000 270,594.50 ORIGINAL CONTRACT AMOUNT 2,745,000.00 TOTAL WORK COMPLETED 269,000.60 2,511,818.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,000.00 -15,836.40 TOTAL 262,000.60 2,495,982.16 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 01/13/11 650 01/28/11 01/28/11 10/24/12 334 36 0 0 82% 51% PROGRESS IS SATISFACTORY AKHONDZADEH, RAHIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/12