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 08/25/11 EST. NO.05 TIME 03:10 PM R.E. NAME: MOHAMMADI, ESSI 08-478604 --------------------------------------------------------------------------- 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 08/25/11 EST. NO.05 TIME 03:10 PM R.E. NAME: MOHAMMADI, ESSI 08-478604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC OUT COMPLIANCE -2,499.30 05 -2,499.30 -2,499.30 TOTAL DEDUCTIONS -2,499.30 -2,499.30 PROGRAM CAS145 PAGE 1 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 03:10 PM ESTIMATE NO. 05 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 08/25/11 LOCATION PROGRESS ESTIMATE 08-RIV-86-R16.0/R16.7 ----------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY IN COACHELLA 6 ORCHARD SUITE 150 FROM 0.3 MILE SOUTH OF AIRPORT LAKE FOREST CA 92630 BOULEVARD TO 0.4 MILE NORTH OF AIRPORT BOULEVARD FED. AID NO. ACNH-P086(72)E CONSTRUCT NEW INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.170 1,700.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,600.0000 650,000.00 22.000 57,200.00 98.000 254,800.00 004 TEMPORARY FENCE (TYPE ESA) LF 51.0000 2,550.00 -46.880 -2,390.88 0.000 0.00 005 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.090 1,350.00 0.390 5,850.00 006 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.090 315.00 0.740 2,590.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 3.5000 1,750.00 0.000 0.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 3,400.0000 3,400.00 1.000 3,400.00 009 TEMPORARY COVER SQYD 2.0000 5,000.00 0.000 0.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 600.00 0.000 0.00 011 STREET SWEEPING LS 10,000.0000 10,000.00 0.100 1,000.00 0.300 3,000.00 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,700.0000 10,700.00 0.090 963.00 0.340 3,638.00 013 CONSTRUCTION AREA SIGNS LS 15,600.0000 15,600.00 0.090 1,404.00 0.390 6,084.00 014 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 0.090 2,070.00 0.390 8,970.00 015 TYPE III BARRICADE EA 37.0000 555.00 10.000 370.00 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 12,870.00 17,886.000 9,837.30 017 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 7,740.00 15.000 645.00 166.000 7,138.00 018 TEMPORARY PAVEMENT MARKER EA 4.5000 7,650.00 740.000 3,330.00 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 740.0000 4,440.00 0.400 296.00 3.400 2,516.00 020 TEMPORARY RAILING (TYPE K) LF 5.9000 46,610.00 400.000 2,360.00 3,640.000 21,476.00 021 TEMPORARY CRASH CUSHION MODULE EA 103.3000 13,429.00 84.000 8,677.20 022 OBLITERATE SURFACING SQYD 2.4000 15,864.00 712.000 1,708.80 8,509.500 20,422.80 PROGRAM CAS145 PAGE 2 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 03:10 PM ESTIMATE NO. 05 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FENCE (TYPE BW) LF 2.5000 11,100.00 3,185.000 7,962.50 024 REMOVE CHAIN LINK FENCE LF 3.0000 810.00 0.000 0.00 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 8,305.00 11,632.000 6,397.60 026 REMOVE CULVERT LF 20.0000 2,800.00 176.000 3,520.00 027 REMOVE CONCRETE CY 39.0000 4,290.00 110.000 4,290.00 028 REMOVE CONCRETE CURB CY 62.0000 1,550.00 25.000 1,550.00 029 CLEARING AND GRUBBING LS 9,800.0000 9,800.00 1.000 9,800.00 030 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.090 2,250.00 0.390 9,750.00 031 ROADWAY EXCAVATION CY 1.5000 64,500.00 31,033.000 46,549.50 38,663.000 57,994.50 032 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700.00 033 STRUCTURE EXCAVATION CY 92.0000 1,656.00 18.000 1,656.00 034 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 12,200.00 125.000 2,500.00 125.000 2,500.00 (F) 035 STRUCTURE BACKFILL (BRIDGE) CY 46.0000 13,616.00 0.000 0.00 (F) 036 STRUCTURE BACKFILL (SLURRY CEMENT) CY 170.0000 2,720.00 0.000 0.00 037 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 3,380.00 0.000 0.00 038 IMPORTED BORROW CY 3.9000 356,460.00 75,548.000 294,637.20 80,000.000 312,000.00 039 ROADSIDE CLEARING LS 5,600.0000 5,600.00 0.080 448.00 040 ROCK BLANKET SQYD 60.0000 53,400.00 0.000 0.00 041 GRAVEL (MISCELLANEOUS AREAS) (SQYD) SQYD 7.5300 200,298.00 0.000 0.00 042 EROSION CONTROL (COMPOST BLANKET) CY 13.0000 230,100.00 0.000 0.00 043 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0300 14,310.00 0.000 0.00 044 EROSION CONTROL (POLYMER STABILIZED SQFT 0.0400 19,080.00 0.000 0.00 FIBER MATRIX) (SQFT) 045 12" CORRUGATED STEEL PIPE CONDUIT LF 8.0000 1,360.00 50.000 400.00 50.000 400.00 (.064" THICK) 046 CLASS 2 AGGREGATE SUBBASE CY 34.0000 44,200.00 775.600 26,370.40 047 CLASS 2 AGGREGATE BASE CY 24.0000 173,040.00 877.040 21,048.96 048 LEAN CONCRETE BASE CY 150.0000 129,000.00 517.100 77,565.00 049 HOT MIX ASPHALT (TYPE C) TON 91.0000 778,050.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 03:10 PM ESTIMATE NO. 05 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT TYPE A BOND-BREAKER TON 120.0000 50,400.00 245.850 29,502.00 245.850 29,502.00 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6000 212.40 0.000 0.00 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6000 2,988.00 0.000 0.00 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6000 432.00 0.000 0.00 054 LIQUID ASPHALT (PRIME COAT) TON 850.0000 20,400.00 0.000 0.00 055 TACK COAT TON 230.0000 2,760.00 0.000 0.00 056 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 316,800.00 998.000 179,640.00 998.000 179,640.00 057 FURNISH PILING (CLASS 200) LF 41.0000 141,655.00 1,424.000 58,384.00 1,424.000 58,384.00 (ALTERNATIVE X) 058 DRIVE PILE (CLASS 200) EA 1,200.0000 91,200.00 32.000 38,400.00 32.000 38,400.00 (ALTERNATIVE X) 059 PRESTRESSING CAST-IN-PLACE CONCRETE LS 93,600.0000 93,600.00 0.000 0.00 060 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 190.0000 31,350.00 54.000 10,260.00 54.000 10,260.00 (F) 061 STRUCTURAL CONCRETE, BRIDGE CY 410.0000 653,540.00 64.000 26,240.00 64.000 26,240.00 (F) 062 STRUCTURAL CONCRETE, RETAINING WALL CY 420.0000 2,520.00 6.000 2,520.00 (F) 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 240.0000 29,760.00 0.000 0.00 (F) (TYPE N) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 17,640.00 0.000 0.00 (F) 065 RETAINING WALL STEM (TYPE 6) SQFT 36.0000 7,560.00 210.000 7,560.00 066 JOINT SEAL (MR 2") LF 65.0000 8,840.00 0.000 0.00 067 BAR REINFORCING STEEL LB 1.0000 880.00 880.000 880.00 (F) 068 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 277,511.50 26,596.000 18,617.20 26,596.000 18,617.20 (F) 069 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 207,228.00 0.000 0.00 (F) 070 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 7,401.00 0.000 0.00 (F) 071 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 7,360.00 0.000 0.00 072 FURNISH LAMINATED PANEL SIGN SQFT 26.0000 7,020.00 0.000 0.00 (2 1/2"-TYPE B) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,336.00 0.000 0.00 (F) (0.063"-UNFRAMED) 074 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,300.0000 65,000.00 50.000 65,000.00 (SIGN FOUNDATION) 075 ROADSIDE SIGN - ONE POST EA 270.0000 15,390.00 0.000 0.00 076 ROADSIDE SIGN - TWO POST EA 480.0000 2,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 03:10 PM ESTIMATE NO. 05 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 31.0000 12,090.00 275.000 8,525.00 078 24" ALTERNATIVE PIPE CULVERT LF 37.0000 11,470.00 295.000 10,915.00 079 15" CORRUGATED STEEL PIPE (.079" THICK) LF 39.0000 7,020.00 0.000 0.00 080 15" ENTRANCE TAPER EA 1,200.0000 1,200.00 0.000 0.00 081 15" ALTERNATIVE FLARED END SECTION EA 530.0000 530.00 0.000 0.00 082 18" ALTERNATIVE FLARED END SECTION EA 590.0000 4,720.00 0.000 0.00 083 24" ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 0.000 0.00 084 ROCK SLOPE PROTECTION CY 730.0000 3,650.00 0.000 0.00 (BACKING NO. 2, METHOD B) 085 SLOPE PAVING (CONCRETE) CY 590.0000 35,990.00 0.000 0.00 (F) 086 ROCK SLOPE PROTECTION FABRIC SQYD 12.0000 312.00 0.000 0.00 087 MINOR CONCRETE (CURB, CURB AND GUTTER, CY 340.0000 81,600.00 0.000 0.00 SIDEWALK, GUTTER DEPRESSION) 088 MISCELLANEOUS IRON AND STEEL LB 4.0000 2,120.00 0.000 0.00 (F) 089 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 6.0000 23,940.00 4,137.000 24,822.00 090 CHAIN LINK FENCE (TYPE CL-6) LF 19.0000 4,370.00 0.000 0.00 091 DELINEATOR (CLASS 1) EA 35.0000 5,950.00 0.000 0.00 092 METAL BEAM GUARD RAILING (WOOD POST) LF 23.0000 7,590.00 50.000 1,150.00 093 CHAIN LINK RAILING (TYPE 7) LF 57.0000 18,924.00 0.000 0.00 (F) 094 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 75.0000 24,900.00 0.000 0.00 (F) 095 TRANSITION RAILING (TYPE WB) EA 2,900.0000 11,600.00 0.000 0.00 096 RAIL TENSIONING ASSEMBLY EA 470.0000 940.00 0.000 0.00 097 TERMINAL SYSTEM (TYPE CAT) EA 5,900.0000 11,800.00 0.000 0.00 098 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 570.0000 1,140.00 0.000 0.00 099 END CAP (TYPE TC) EA 210.0000 840.00 0.000 0.00 100 END ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 3,720.00 2.000 1,240.00 101 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 8,800.00 2.000 4,400.00 102 CONCRETE BARRIER (TYPE 736) LF 63.0000 20,916.00 0.000 0.00 (F) 103 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 2,816.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 03:10 PM ESTIMATE NO. 05 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4000 4,556.00 0.000 0.00 105 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 9,640.00 0.000 0.00 (SPRAYABLE) 106 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.3000 2,024.00 0.000 0.00 107 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.5000 36.00 0.000 0.00 TYPE C) 108 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 4,140.00 0.000 0.00 109 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,300.0000 1,300.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 110 SIGNAL AND LIGHTING (LOCATION 1) LS 111,200.0000 111,200.00 0.000 0.00 111 SIGNAL AND LIGHTING (LOCATION 2) LS 80,600.0000 80,600.00 0.000 0.00 112 LIGHTING AND SIGN ILLUMINATION LS 152,100.0000 152,100.00 0.420 63,882.00 0.420 63,882.00 113 INTERCONNECTION CONDUIT AND CABLE LS 12,100.0000 12,100.00 0.000 0.00 114 2" CONDUIT LS 16,800.0000 16,800.00 0.000 0.00 115 REMOVE EXISTING SIGNAL SYSTEM LS 20,300.0000 20,300.00 1.000 20,300.00 PROGRAM CAS145 PAGE 6 DATE 08/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 03:10 PM ESTIMATE NO. 05 BID OPENING 12/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 08/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 838,182.82 1,480,989.46 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 838,182.82 1,480,989.46 116 MOBILIZATION LS 305,085.1200 305,085.12 0.200 61,017.02 0.950 289,830.86 ORIGINAL CONTRACT AMOUNT 6,131,086.02 TOTAL WORK COMPLETED 899,199.84 1,770,820.32 MATERIALS ON HAND ON SITE 188,347.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,499.30 -2,499.30 TOTAL 896,700.54 1,956,668.76 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 02/08/11 250 04/04/11 04/04/11 04/04/12 97 1 0 0 30% 39% PROGRESS IS SATISFACTORY MOHAMMADI, ESSI RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 08/25/11