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 01/26/10 EST. NO.02 TIME 07:15 AM R.E. NAME: AKHONDZADEH, RAHIM 11-063804 --------------------------------------------------------------------------- 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 0001 3,682.65 E.W. @ F.A.(+) 121009 N 0001.0 0002 110.38 010410 N 0002.0 0003 2,101.65 122909 N 0003.0 0004 245.97 123109 N 0004.0 0005 119.01 010410 N 0005.0 0006 3,984.04 010610 N 0006.0 007 0001 43,678.80 E.W. @ L.S.(+) 122209 N 007-01 53,922.50 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 53,922.50 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 01/26/10 EST. NO.02 TIME 07:15 AM R.E. NAME: AKHONDZADEH, RAHIM 11-063804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS DEC -10,000.00 02 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 161 -1,764.40 02 -1,764.40 -1,764.40 TOTAL DEDUCTIONS -11,764.40 -11,764.40 PROGRAM CAS145 PAGE 1 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 LOCATION PROGRESS ESTIMATE 11-SD-8-17.4/R18.7 ----------------- SIM J HARRIS, INC. IN SAN DIEGO COUNTY IN EL CAJON 9685-200 EXCELENCIA FROM THE SECOND STREET SAN DIEGO,CA 92126 UNDERCROSSING TO THE GREENFIELD DRIVE UNDERCROSSSING _______________ FED. AID NO. ACIM-081(302)E WIDEN FREEWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 750.0000 236,250.00 14.000 10,500.00 19.000 14,250.00 04 TEMPORARY BUS STOP EA 1,000.0000 1,000.00 0.000 0.00 05 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 12,750.00 0.000 0.00 06 TEMPORARY FENCE (TYPE ESA) M 6.0000 234.00 0.000 0.00 07 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.044 880.00 0.060 1,200.00 08 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 09 TEMPORARY LARGE SEDIMENT BARRIER M 6.0000 9,000.00 1,332.000 7,992.00 1,332.000 7,992.00 10 TEMPORARY FIBER ROLL M 7.0000 53,060.00 282.000 1,974.00 282.000 1,974.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 7,500.00 0.000 0.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 22,500.00 1.000 2,500.00 13 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 1.000 500.00 1.000 500.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 5,000.00 13.000 1,625.00 13.000 1,625.00 15 STREET SWEEPING LS 35,000.0000 35,000.00 0.044 1,540.00 0.060 2,100.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750.00 17 TEMPORARY HYDRAULIC MULCH M2 0.2000 9,960.00 0.000 0.00 18 TEMPORARY CONSTRUCTION ACCESS RAMP LS 10,000.0000 10,000.00 0.000 0.00 19 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.018 270.00 0.424 6,360.00 20 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.044 1,760.00 0.060 2,400.00 21 TYPE III BARRICADE EA 60.0000 120.00 0.000 0.00 22 TRAFFIC PLASTIC DRUM EA 35.0000 3,255.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,500.0000 21,000.00 2.146 7,511.00 2.241 7,843.50 24 TEMPORARY RAILING (TYPE K) M 20.0000 119,400.00 471.510 9,430.20 1,680.510 33,610.20 25 TEMPORARY CRASH CUSHION MODULE EA 180.0000 7,020.00 0.000 0.00 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,500.0000 59,500.00 0.000 0.00 27 REMOVE CHAIN LINK FENCE M 12.0000 11,400.00 701.000 8,412.00 701.000 8,412.00 28 REMOVE MARKER EA 50.0000 200.00 0.000 0.00 29 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 4,573.00 2,807.000 4,771.90 30 REMOVE TRAFFIC STRIPE M 1.5000 11,265.00 2,097.000 3,145.50 31 REMOVE PAVEMENT MARKING M2 25.0000 2,425.00 2.780 69.50 32 REMOVE CONTRAST TREATMENT M2 26.0000 15,600.00 600.000 15,600.00 33 REMOVE ROADSIDE SIGN EA 180.0000 1,980.00 0.000 0.00 34 REMOVE SIGN STRUCTURE EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000.00 35 REMOVE ASPHALT CONCRETE DIKE M 5.0000 4,750.00 0.000 0.00 36 REMOVE MASONRY RETAINING WALL M 165.0000 2,145.00 0.000 0.00 37 REMOVE DELINEATOR EA 10.0000 350.00 0.000 0.00 38 RESET ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 39 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 40 MODIFY DRAINAGE FACILITY EA 3,000.0000 3,000.00 0.000 0.00 41 MODIFY INLET EA 2,000.0000 2,000.00 0.000 0.00 42 REMOVE CONCRETE M3 100.0000 4,400.00 0.000 0.00 43 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 16,000.00 94.000 940.00 1,694.000 16,940.00 44 CAP INLET EA 1,250.0000 1,250.00 0.000 0.00 45 REMOVE BARRIER RAILING M 24.0000 4,800.00 100.000 2,400.00 100.000 2,400.00 46 BRIDGE REMOVAL LS 70,500.0000 70,500.00 1.000 70,500.00 1.000 70,500.00 47 BRIDGE REMOVAL (PORTION), LOCATION A LS 26,500.0000 26,500.00 0.850 22,525.00 0.850 22,525.00 48 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 0.700 10,500.00 0.700 10,500.00 49 CLEARING AND GRUBBING LS 95,000.0000 95,000.00 0.865 82,175.00 0.986 93,670.00 PROGRAM CAS145 PAGE 3 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.084 4,200.00 0.100 5,000.00 51 ROADWAY EXCAVATION M3 40.0000 300,000.00 0.000 0.00 52 ROADWAY EXCAVATION (TYPE Y-1) M3 15.0000 90,750.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 53 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 54 STRUCTURE EXCAVATION (BRIDGE) M3 115.0000 41,515.00 81.000 9,315.00 81.000 9,315.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 27,000.00 0.000 0.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 14,210.00 0.000 0.00 F) 57 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 29,380.00 0.000 0.00 F) 58 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 12,980.00 0.000 0.00 F) WALL) 59 IMPORTED BORROW M3 5.0000 161,000.00 0.000 0.00 60 PRUNE EXISTING PLANTS M 26.0000 11,440.00 440.000 11,440.00 440.000 11,440.00 61 IMPORTED TOPSOIL M3 29.0000 24,070.00 0.000 0.00 62 DECOMPOSED GRANITE MISCELLANEOUS AREAS M2 24.0000 2,880.00 0.000 0.00 63 CHECK DAM M 10.0000 1,400.00 0.000 0.00 64 EROSION CONTROL (BIOFILTRATION) M2 5.3000 3,551.00 0.000 0.00 65 EROSION CONTROL (TYPE D) M2 1.1000 51,810.00 0.000 0.00 66 FIBER ROLLS M 6.0000 43,860.00 0.000 0.00 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 1,500.00 0.000 0.00 68 TRUCK WATERING LS 50,000.0000 50,000.00 0.044 2,200.00 0.060 3,000.00 69 REMOVE EXISTING IRRIGATION FACILITIES LS 13,155.0000 13,155.00 0.980 12,891.90 70 EXTEND 250 MM CONDUIT M 530.0000 15,370.00 0.000 0.00 71 CLASS 2 AGGREGATE BASE M3 40.0000 134,000.00 0.000 0.00 72 AGGREGATE BASE (APPROACH SLAB) M3 620.0000 1,860.00 0.000 0.00 73 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 3,100.00 0.000 0.00 74 HOT MIX ASPHALT (TYPE A) TONN 90.0000 314,100.00 0.000 0.00 75 PLACE HOT MIX ASPHALT DIKE M 9.0000 9,270.00 0.000 0.00 76 PLACE HOT MIX ASPHALT M2 65.0000 1,170.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TACK COAT TONN 700.0000 2,030.00 0.000 0.00 78 CONCRETE PAVEMENT M3 310.0000 418,500.00 0.000 0.00 79 SEAL PAVEMENT JOINT M 4.0000 11,240.00 0.000 0.00 80 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 26,860.00 800.000 13,600.00 800.000 13,600.00 81 REPAIR SPALLED JOINTS M2 1,700.0000 8,500.00 0.000 0.00 82 GRIND EXISTING CONCRETE M2 6.0000 11,220.00 1,911.000 11,466.00 PAVEMENT 83 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 298,500.00 0.000 0.00 PILING (SOUND WALL) 84 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 38,400.00 20.000 8,000.00 20.000 8,000.00 F) 85 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 355,000.00 27.500 27,500.00 27.500 27,500.00 F) 86 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 345,500.00 0.000 0.00 F) 87 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 72,600.00 0.000 0.00 F) (TYPE N) 88 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,600.0000 41,600.00 0.000 0.00 (TYPE R) 89 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 163,800.00 0.000 0.00 F) 90 MINOR CONCRETE (SOUND WALL) M3 830.0000 390,100.00 0.000 0.00 91 ARCHITECTURAL TREATMENT (RANDOM FLUTE) M2 21.5000 23,091.00 0.000 0.00 F) 92 DRILL AND BOND DOWEL M 95.0000 9,215.00 26.700 2,536.50 26.700 2,536.50 93 SOUND WALL (MASONRY BLOCK) M2 155.0000 961,775.00 0.000 0.00 F) 94 SOUND WALL (TRANSPARENT PANEL) M2 800.0000 320,000.00 0.000 0.00 95 JOINT SEAL (MR 25 MM) M 165.0000 2,475.00 0.000 0.00 96 JOINT SEAL (MR 13 MM) M 165.0000 1,980.00 0.000 0.00 97 BAR REINFORCING STEEL (BRIDGE) KG 1.4500 114,805.20 3,903.000 5,659.35 3,903.000 5,659.35 F) 98 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 45,393.60 0.000 0.00 F) 99 HEADED BAR REINFORCEMENT EA 8.0000 5,680.00 0.000 0.00 F) 00 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 253,200.00 0.000 0.00 F) 01 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 6,330.00 0.000 0.00 F) 02 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 4,000.00 0.000 0.00 03 FURNISH LAMINATED PANEL SIGN M2 200.0000 5,400.00 0.000 0.00 (25.4 MM-TYPE A) PROGRAM CAS145 PAGE 5 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 1,900.00 0.000 0.00 (1.6 MM-UNFRAMED) 05 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,200.00 0.000 0.00 (2.0 MM-UNFRAMED) 06 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,380.00 0.000 0.00 (2.0 MM-FRAMED) 07 1524 MM CAST-IN-DRILLED-HOLE M 1,200.0000 20,400.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 08 ROADSIDE SIGN - ONE POST EA 250.0000 2,250.00 0.000 0.00 09 ROADSIDE SIGN - TWO POST EA 450.0000 1,350.00 0.000 0.00 10 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,500.00 0.000 0.00 METHOD) 11 INSTALL SIGN PANEL ON EXISTING FRAME M2 110.0000 4,400.00 0.000 0.00 12 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 5,550.00 0.000 0.00 EXISTING POST 13 375 MM REINFORCED CONCRETE PIPE M 500.0000 2,350.00 0.000 0.00 14 450 MM REINFORCED CONCRETE PIPE M 350.0000 11,900.00 0.000 0.00 15 600 MM REINFORCED CONCRETE PIPE M 290.0000 15,370.00 0.000 0.00 16 900 MM REINFORCED CONCRETE PIPE M 500.0000 11,500.00 0.000 0.00 17 450 MM BITUMINOUS COATED CORRUGATED M 370.0000 29,600.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 18 600 MM BITUMINOUS COATED CORRUGATED M 500.0000 25,000.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 19 900 MM BITUMINOUS COATED CORRUGATED M 2,850.0000 2,850.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 20 450 MM BITUMINOUS COATED CORRUGATED M 465.0000 22,320.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 21 900 MM BITUMINOUS COATED CORRUGATED M 2,000.0000 5,600.00 0.000 0.00 STEEL PIPE INLET (2.77 MM THICK) 22 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 7,750.00 0.000 0.00 23 MINOR CONCRETE (DITCH LINING) M3 530.0000 74,200.00 0.000 0.00 24 ROCK SLOPE PROTECTION FABRIC M2 3.0000 210.00 0.000 0.00 25 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 11,200.00 0.000 0.00 CONSTRUCTION) 26 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 23,220.00 0.000 0.00 27 MISCELLANEOUS IRON AND STEEL KG 2.2000 11,862.40 0.000 0.00 F) 28 CHAIN LINK FENCE (TYPE CL-1.8) M 75.0000 17,250.00 0.000 0.00 29 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 745.0000 4,470.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 CONCRETE BARRIER MARKER EA 7.0000 504.00 0.000 0.00 31 DELINEATOR (CLASS 1) EA 40.0000 2,280.00 0.000 0.00 32 MILEPOST MARKER EA 50.0000 200.00 0.000 0.00 33 GUARD RAILING DELINEATOR EA 19.0000 589.00 0.000 0.00 34 METAL BEAM GUARD RAILING M 62.0000 35,340.00 0.000 0.00 35 CONCRETE BARRIER (TYPE K) M 11.0000 14,850.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 186,300.00 0.000 0.00 37 CONCRETE BARRIER (TYPE 60 MODIFIED) M 220.0000 55,000.00 0.000 0.00 38 CABLE RAILING M 33.0000 16,170.00 0.000 0.00 39 BOLLARD EA 440.0000 4,840.00 0.000 0.00 40 TRANSITION RAILING (TYPE STB) EA 3,300.0000 6,600.00 0.000 0.00 41 TRANSITION RAILING (TYPE WB) EA 3,100.0000 15,500.00 0.000 0.00 42 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,115.0000 6,230.00 0.000 0.00 43 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,450.0000 7,350.00 0.000 0.00 44 CONCRETE BARRIER (TYPE 60) M 120.0000 195,600.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 736) M 130.0000 21,320.00 0.000 0.00 F) 46 CONCRETE BARRIER (TYPE 736R) M 180.0000 14,220.00 0.000 0.00 F) 47 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 4,680.00 0.000 0.00 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 205.00 0.000 0.00 49 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 1,350.00 0.000 0.00 50 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 730.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 51 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 108.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 52 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 9,900.00 8,233.000 4,939.80 53 PAINT PAVEMENT MARKING (2-COAT) M2 40.0000 240.00 0.000 0.00 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 2,760.00 907.000 1,088.40 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,570.00 419.000 1,257.00 56 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.044 88.00 0.060 120.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.000 0.00 58 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.000 0.00 59 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 60 TRAFFIC MONITORING STATION (LOCATION 3) LS 16,000.0000 16,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-063804 TIME 07:15 AM ESTIMATE NO. 02 BID OPENING 09/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 331,723.05 460,077.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 53,922.50 53,922.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 385,645.55 514,000.05 61 MOBILIZATION LS 838,028.8000 838,028.80 0.500 419,014.40 0.500 419,014.40 ORIGINAL CONTRACT AMOUNT 8,345,000.00 TOTAL WORK COMPLETED 804,659.95 933,014.45 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,764.40 -11,764.40 TOTAL 792,895.55 921,250.05 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 161 MOBILIZATION 834,500.00 838,028.80 3,528.80 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 10/20/09 315 11/30/09 12/14/09 03/28/11 19 6 0 0 11% 6% PROGRESS IS SATISFACTORY AKHONDZADEH, RAHIM RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 01/26/10