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 05/26/11 EST. NO.02 TIME 10:48 AM 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 05/26/11 EST. NO.02 TIME 10:48 AM R.E. NAME: MOHAMMADI, ESSI 08-478604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 05/26/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.090 900.00 0.090 900.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,600.0000 650,000.00 22.000 57,200.00 35.000 91,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 51.0000 2,550.00 46.880 2,390.88 05 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.090 1,350.00 0.140 2,100.00 06 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.500 1,750.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 3.5000 1,750.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,400.0000 3,400.00 1.000 3,400.00 1.000 3,400.00 09 TEMPORARY COVER SQYD 2.0000 5,000.00 0.000 0.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 600.00 0.000 0.00 11 STREET SWEEPING LS 10,000.0000 10,000.00 0.000 0.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,700.0000 10,700.00 0.090 963.00 0.090 963.00 13 CONSTRUCTION AREA SIGNS LS 15,600.0000 15,600.00 0.090 1,404.00 0.140 2,184.00 14 TRAFFIC CONTROL SYSTEM LS 23,000.0000 23,000.00 0.090 2,070.00 0.140 3,220.00 15 TYPE III BARRICADE EA 37.0000 555.00 2.000 74.00 10.000 370.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 12,870.00 17,886.000 9,837.30 17 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 7,740.00 69.000 2,967.00 131.000 5,633.00 18 TEMPORARY PAVEMENT MARKER EA 4.5000 7,650.00 740.000 3,330.00 19 PORTABLE CHANGEABLE MESSAGE SIGN EA 740.0000 4,440.00 1.000 740.00 2.000 1,480.00 20 TEMPORARY RAILING (TYPE K) LF 5.9000 46,610.00 1,545.000 9,115.50 3,240.000 19,116.00 21 TEMPORARY CRASH CUSHION MODULE EA 103.3000 13,429.00 28.000 2,892.40 84.000 8,677.20 22 OBLITERATE SURFACING SQYD 2.4000 15,864.00 5,618.500 13,484.40 7,797.500 18,714.00 PROGRAM CAS145 PAGE 2 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE BW) LF 2.5000 11,100.00 2,984.000 7,460.00 24 REMOVE CHAIN LINK FENCE LF 3.0000 810.00 0.000 0.00 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 8,305.00 11,632.000 6,397.60 26 REMOVE CULVERT LF 20.0000 2,800.00 140.000 2,800.00 140.000 2,800.00 27 REMOVE CONCRETE CY 39.0000 4,290.00 110.000 4,290.00 110.000 4,290.00 28 REMOVE CONCRETE CURB CY 62.0000 1,550.00 25.000 1,550.00 25.000 1,550.00 29 CLEARING AND GRUBBING LS 9,800.0000 9,800.00 0.750 7,350.00 30 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.090 2,250.00 0.140 3,500.00 31 ROADWAY EXCAVATION CY 1.5000 64,500.00 5,450.000 8,175.00 5,450.000 8,175.00 32 LEAD COMPLIANCE PLAN LS 1,700.0000 1,700.00 1.000 1,700.00 33 STRUCTURE EXCAVATION CY 92.0000 1,656.00 0.000 0.00 34 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 12,200.00 0.000 0.00 F) 35 STRUCTURE BACKFILL (BRIDGE) CY 46.0000 13,616.00 0.000 0.00 F) 36 STRUCTURE BACKFILL (SLURRY CEMENT) CY 170.0000 2,720.00 0.000 0.00 37 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 3,380.00 0.000 0.00 38 IMPORTED BORROW CY 3.9000 356,460.00 0.000 0.00 39 ROADSIDE CLEARING LS 5,600.0000 5,600.00 0.000 0.00 40 ROCK BLANKET SQYD 60.0000 53,400.00 0.000 0.00 41 GRAVEL (MISCELLANEOUS AREAS) (SQYD) SQYD 7.5300 200,298.00 0.000 0.00 42 EROSION CONTROL (COMPOST BLANKET) CY 13.0000 230,100.00 0.000 0.00 43 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0300 14,310.00 0.000 0.00 44 EROSION CONTROL (POLYMER STABILIZED SQFT 0.0400 19,080.00 0.000 0.00 FIBER MATRIX) (SQFT) 45 12" CORRUGATED STEEL PIPE CONDUIT LF 8.0000 1,360.00 0.000 0.00 (.064" THICK) 46 CLASS 2 AGGREGATE SUBBASE CY 34.0000 44,200.00 0.000 0.00 47 CLASS 2 AGGREGATE BASE CY 24.0000 173,040.00 0.000 0.00 48 LEAN CONCRETE BASE CY 150.0000 129,000.00 0.000 0.00 49 HOT MIX ASPHALT (TYPE C) TON 91.0000 778,050.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 HOT MIX ASPHALT TYPE A BOND-BREAKER TON 120.0000 50,400.00 0.000 0.00 51 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6000 212.40 0.000 0.00 52 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6000 2,988.00 0.000 0.00 53 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6000 432.00 0.000 0.00 54 LIQUID ASPHALT (PRIME COAT) TON 850.0000 20,400.00 0.000 0.00 55 TACK COAT TON 230.0000 2,760.00 0.000 0.00 56 JOINTED PLAIN CONCRETE PAVEMENT CY 180.0000 316,800.00 0.000 0.00 57 FURNISH PILING (CLASS 200) LF 41.0000 141,655.00 0.000 0.00 (ALTERNATIVE X) 58 DRIVE PILE (CLASS 200) EA 1,200.0000 91,200.00 0.000 0.00 (ALTERNATIVE X) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 93,600.0000 93,600.00 0.000 0.00 60 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 190.0000 31,350.00 0.000 0.00 F) 61 STRUCTURAL CONCRETE, BRIDGE CY 410.0000 653,540.00 0.000 0.00 F) 62 STRUCTURAL CONCRETE, RETAINING WALL CY 420.0000 2,520.00 0.000 0.00 F) 63 STRUCTURAL CONCRETE, APPROACH SLAB CY 240.0000 29,760.00 0.000 0.00 F) (TYPE N) 64 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 17,640.00 0.000 0.00 F) 65 RETAINING WALL STEM (TYPE 6) SQFT 36.0000 7,560.00 0.000 0.00 66 JOINT SEAL (MR 2") LF 65.0000 8,840.00 0.000 0.00 67 BAR REINFORCING STEEL LB 1.0000 880.00 264.000 264.00 264.000 264.00 F) 68 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 277,511.50 0.000 0.00 F) 69 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 207,228.00 0.000 0.00 F) 70 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 7,401.00 0.000 0.00 F) 71 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 7,360.00 0.000 0.00 72 FURNISH LAMINATED PANEL SIGN SQFT 26.0000 7,020.00 0.000 0.00 (2 1/2"-TYPE B) 73 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,336.00 0.000 0.00 F) (0.063"-UNFRAMED) 74 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,300.0000 65,000.00 0.000 0.00 (SIGN FOUNDATION) 75 ROADSIDE SIGN - ONE POST EA 270.0000 15,390.00 0.000 0.00 76 ROADSIDE SIGN - TWO POST EA 480.0000 2,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 18" ALTERNATIVE PIPE CULVERT LF 31.0000 12,090.00 250.000 7,750.00 250.000 7,750.00 78 24" ALTERNATIVE PIPE CULVERT LF 37.0000 11,470.00 275.000 10,175.00 275.000 10,175.00 79 15" CORRUGATED STEEL PIPE (.079" THICK) LF 39.0000 7,020.00 0.000 0.00 80 15" ENTRANCE TAPER EA 1,200.0000 1,200.00 0.000 0.00 81 15" ALTERNATIVE FLARED END SECTION EA 530.0000 530.00 0.000 0.00 82 18" ALTERNATIVE FLARED END SECTION EA 590.0000 4,720.00 0.000 0.00 83 24" ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 0.000 0.00 84 ROCK SLOPE PROTECTION CY 730.0000 3,650.00 0.000 0.00 (BACKING NO. 2, METHOD B) 85 SLOPE PAVING (CONCRETE) CY 590.0000 35,990.00 0.000 0.00 F) 86 ROCK SLOPE PROTECTION FABRIC SQYD 12.0000 312.00 0.000 0.00 87 MINOR CONCRETE (CURB, CURB AND GUTTER, CY 340.0000 81,600.00 0.000 0.00 SIDEWALK, GUTTER DEPRESSION) 88 MISCELLANEOUS IRON AND STEEL LB 4.0000 2,120.00 0.000 0.00 F) 89 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 6.0000 23,940.00 0.000 0.00 90 CHAIN LINK FENCE (TYPE CL-6) LF 19.0000 4,370.00 0.000 0.00 91 DELINEATOR (CLASS 1) EA 35.0000 5,950.00 0.000 0.00 92 METAL BEAM GUARD RAILING (WOOD POST) LF 23.0000 7,590.00 0.000 0.00 93 CHAIN LINK RAILING (TYPE 7) LF 57.0000 18,924.00 0.000 0.00 F) 94 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 75.0000 24,900.00 0.000 0.00 F) 95 TRANSITION RAILING (TYPE WB) EA 2,900.0000 11,600.00 0.000 0.00 96 RAIL TENSIONING ASSEMBLY EA 470.0000 940.00 0.000 0.00 97 TERMINAL SYSTEM (TYPE CAT) EA 5,900.0000 11,800.00 0.000 0.00 98 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 570.0000 1,140.00 0.000 0.00 99 END CAP (TYPE TC) EA 210.0000 840.00 0.000 0.00 00 END ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 3,720.00 0.000 0.00 01 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 8,800.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 736) LF 63.0000 20,916.00 0.000 0.00 F) 03 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 2,816.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4000 4,556.00 0.000 0.00 05 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 9,640.00 0.000 0.00 (SPRAYABLE) 06 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.3000 2,024.00 0.000 0.00 07 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 4.5000 36.00 0.000 0.00 TYPE C) 08 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 4,140.00 0.000 0.00 09 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,300.0000 1,300.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 10 SIGNAL AND LIGHTING (LOCATION 1) LS 111,200.0000 111,200.00 0.000 0.00 11 SIGNAL AND LIGHTING (LOCATION 2) LS 80,600.0000 80,600.00 0.000 0.00 12 LIGHTING AND SIGN ILLUMINATION LS 152,100.0000 152,100.00 0.000 0.00 13 INTERCONNECTION CONDUIT AND CABLE LS 12,100.0000 12,100.00 0.000 0.00 14 2" CONDUIT LS 16,800.0000 16,800.00 0.000 0.00 15 REMOVE EXISTING SIGNAL SYSTEM LS 20,300.0000 20,300.00 0.555 11,266.50 0.555 11,266.50 PROGRAM CAS145 PAGE 6 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-478604 TIME 10:48 AM ESTIMATE NO. 02 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 05/20/11 R.E. NAME: MOHAMMADI, ESSI DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 145,080.80 247,743.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 145,080.80 247,743.48 16 MOBILIZATION LS 305,085.1200 305,085.12 0.000 0.00 ORIGINAL CONTRACT AMOUNT 6,131,086.02 TOTAL WORK COMPLETED 145,080.80 247,743.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 145,080.80 247,743.48 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 00/00/00 04/04/11 04/04/12 30 0 0 0 4% 12% PROGRESS IS SATISFACTORY MOHAMMADI, ESSI RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 05/26/11