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 10/26/10 EST. NO.09 TIME 04:16 PM R.E. NAME: SANTOS, JOHN 08-456004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0006-1 -693.79 E.W. @ F.A.(+) 071510 N 0007.1 DAO CORRECTING ENTRY -693.79 TOTAL THIS ESTIMATE 42,940.42 TOTAL PREVIOUS ESTIMATE 42,246.63 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 10/26/10 EST. NO.09 TIME 04:16 PM R.E. NAME: SANTOS, JOHN 08-456004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 LOCATION PROGRESS ESTIMATE 08-RIV-10-41.3/44.6 ----------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY NEAR RANCHO 6 ORCHARD SUITE 150 MIRAGE FROM 1.5 KM EAST OF DATE LAKE FOREST CA 92630 PALM DRIVE TO MONTEREY AVENUE FED. AID NO. ARRA-103(127)E ,L-103(127)E ,ACIM-103(127)E CONSTRUCT 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 6,750.0000 6,750.00 0.406 2,740.50 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 415,000.00 22.000 22,000.00 171.000 171,000.00 04 TEMPORARY FENCE (TYPE WILDLIFE) M 27.0000 51,030.00 2,128.000 57,456.00 05 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.050 1,500.00 0.410 12,300.00 06 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.580 2,030.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 6.0000 89,400.00 1,332.000 7,992.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 14,000.00 6.000 12,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 7,400.00 1.000 3,700.00 2.000 7,400.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 1,320.00 0.000 0.00 11 STREET SWEEPING LS 70,000.0000 70,000.00 0.550 38,500.00 12 ENDANGERED SPECIES PROTECTION LS 8,000.0000 8,000.00 0.530 4,240.00 13 BIOLOGICAL MONITOR WDAY 900.0000 83,700.00 5.000 4,500.00 74.000 66,600.00 14 NONNATIVE PLANT PRECLUSION (EQUIPMENT LS 30,000.0000 30,000.00 0.000 0.00 WASHING) 15 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.550 8,250.00 16 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 0.400 40,000.00 17 TYPE III BARRICADE EA 160.0000 1,600.00 0.000 0.00 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 860.00 0.000 0.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3900 17,979.00 22,800.000 8,892.00 20 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 7,800.00 20.000 600.00 125.000 3,750.00 21 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 1,040.00 0.000 0.00 (LEFT IN PLACE) 22 TEMPORARY PAVEMENT MARKER EA 5.0000 17,750.00 1,280.000 6,400.00 PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 1.000 10,000.00 5.000 50,000.00 24 TEMPORARY RAILING (TYPE K) M 35.0000 211,400.00 3,846.000 134,610.00 25 REMOVE FENCE M 12.0000 16,200.00 1,206.000 14,472.00 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 11,660.00 4,852.000 5,337.20 STRIPE 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 12,142.00 7,987.000 10,383.10 28 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 2,200.00 0.000 0.00 29 REMOVE PAVEMENT MARKER EA 1.0000 5,920.00 4,775.000 4,775.00 30 REMOVE ROADSIDE SIGN EA 70.0000 4,060.00 0.000 0.00 31 REMOVE SIGN PANEL EA 250.0000 1,000.00 0.000 0.00 32 REMOVE ASPHALT CONCRETE DIKE M 13.0000 728.00 0.000 0.00 33 REMOVE INLET EA 550.0000 1,650.00 0.000 0.00 34 REMOVE HEADWALL EA 500.0000 500.00 1.000 500.00 35 REMOVE BASE AND SURFACING M3 20.0000 108,200.00 0.000 0.00 36 SALVAGE DOUBLE THRIE BEAM BARRIER M 22.0000 28,160.00 1,280.000 28,160.00 37 SALVAGE METAL BEAM GUARD RAILING M 35.0000 5,950.00 0.000 0.00 38 RELOCATE ROADSIDE SIGN (WOOD POST) EA 215.0000 1,505.00 0.000 0.00 39 ADJUST WATER VALVE COVER TO GRADE EA 600.0000 7,200.00 0.000 0.00 40 ADJUST MONUMENT TO GRADE EA 1,250.0000 3,750.00 0.000 0.00 41 ADJUST MANHOLE TO GRADE EA 600.0000 600.00 0.000 0.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 29,190.00 0.000 0.00 43 REMOVE CONCRETE M3 90.0000 2,790.00 0.000 0.00 44 REMOVE BRIDGE RAILING M 25.0000 575.00 0.000 0.00 45 CLEARING AND GRUBBING LS 59,000.0000 59,000.00 0.050 2,950.00 1.000 59,000.00 46 ROADWAY EXCAVATION M3 3.0000 423,000.00 2,044.000 6,132.00 132,912.250 398,736.75 47 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 187,000.00 3,507.750 175,387.50 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 70,250.00 1,367.410 34,185.25 F) PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 8.2000 4,559,200.00 556,000.000 4,559,200.00 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 4,200.00 0.000 0.00 52 EROSION CONTROL (TYPE D) HA 12,000.0000 216,000.00 0.000 0.00 53 NPS 3 SUPPLY LINE (BRIDGE) M 190.0000 34,770.00 0.000 0.00 F) 54 300 MM CORRUGATED HIGH DENSITY M 65.0000 9,100.00 6.250 406.25 20.750 1,348.75 POLYETHYLENE PIPE CONDUIT 55 CLASS 2 AGGREGATE BASE M3 33.0000 462,000.00 839.000 27,687.00 5,697.170 188,006.61 56 LEAN CONCRETE BASE M3 85.0000 104,550.00 289.400 24,599.00 57 ASPHALT CONCRETE (TYPE A BOND BREAKER) TONN 90.0000 60,300.00 164.900 14,841.00 58 HOT MIX ASPHALT TONN 86.0000 2,476,800.00 6,404.960 550,826.56 59 HOT MIX ASPHALT (OPEN GRADED) TONN 100.0000 85,000.00 0.000 0.00 60 SHOULDER RUMBLE STRIP M 1.0000 3,350.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 61 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 4.0000 244.00 0.000 0.00 62 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 64.00 0.000 0.00 63 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 7,120.00 0.000 0.00 64 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 440.00 0.000 0.00 65 PLACE HOT MIX ASPHALT M2 60.0000 2,880.00 0.000 0.00 (MISCELLANEOUS AREA) 66 LIQUID ASPHALT (PRIME COAT) TONN 850.0000 59,500.00 18.530 15,750.50 67 CONCRETE PAVEMENT M3 220.0000 404,800.00 359.000 78,980.00 68 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 115,000.00 219.800 54,950.00 69 SEAL PAVEMENT JOINT M 13.0000 57,070.00 0.000 0.00 70 SEAL LONGITUDINAL ISOLATION JOINT M 70.0000 2,100.00 16.700 1,169.00 71 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 29,600.00 0.000 0.00 PILE 72 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 530.0000 263,940.00 136.500 72,345.00 424.500 224,985.00 PILING (914 MM) 73 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 12,000.0000 240,000.00 2.000 24,000.00 2.000 24,000.00 PILE (914 MM) 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 0.000 0.00 75 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 224,100.00 783.230 234,969.00 76 STRUCTURAL CONCRETE, BRIDGE M3 580.0000 2,668,000.00 673.410 390,577.80 F) PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, CRASH WALL M3 380.0000 91,200.00 0.000 0.00 F) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 176,400.00 0.000 0.00 F) (TYPE N) 79 CLASS 1 CONCRETE (STRUCTURE) M3 500.0000 280,000.00 556.440 278,220.00 80 MINOR CONCRETE (MINOR STRUCTURE) M3 990.0000 74,250.00 9.450 9,355.50 37.350 36,976.50 81 ARCHITECTURAL TREATMENT (COLUMNS) M2 440.0000 85,360.00 194.000 85,360.00 82 ITEM DELETED PER ADDENDUM M2 2,200.0000 264,000.00 0.000 0.00 83 ARCHITECTURAL FEATURE M2 195.0000 109,200.00 0.000 0.00 (CHAIN LINK RAILING) 84 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 24,000.00 0.000 0.00 85 MASONRY BLOCK WALL M2 120.0000 3,840.00 0.000 0.00 86 JOINT SEAL (MR 40 MM) M 300.0000 24,000.00 0.000 0.00 87 JOINT SEAL (MR 50 MM) M 350.0000 29,400.00 0.000 0.00 88 BAR REINFORCING STEEL KG 1.4000 96,460.00 68,830.000 96,362.00 89 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 986,550.00 17,000.000 25,500.00 187,656.100 281,484.15 F) 90 BAR REINFORCING STEEL (CRASH WALL) KG 1.6000 33,120.00 0.000 0.00 F) 91 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 241,800.00 0.000 0.00 F) 92 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 5,580.00 0.000 0.00 F) 93 FURNISH LAMINATED PANEL SIGN M2 145.0000 6,670.00 0.000 0.00 (25.4 MM-TYPE A) 94 FURNISH LAMINATED PANEL SIGN M2 170.0000 2,040.00 0.000 0.00 (63.5 MM-TYPE B) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 4,770.00 0.000 0.00 (1.6 MM-UNFRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 8,280.00 0.000 0.00 (2.0 MM-UNFRAMED) 97 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 240.00 0.000 0.00 (1.6 MM-FRAMED) 98 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 2,375.00 0.000 0.00 (2.0 MM-FRAMED) 99 1372 MM CAST-IN-DRILLED-HOLE M 4,400.0000 26,400.00 6.000 26,400.00 CONCRETE PILE (SIGN FOUNDATION) 00 1524 MM CAST-IN-DRILLED-HOLE M 4,400.0000 70,400.00 8.000 35,200.00 CONCRETE PILE (SIGN FOUNDATION) 01 ROADSIDE SIGN - ONE POST EA 270.0000 25,650.00 0.000 0.00 02 ROADSIDE SIGN - TWO POST EA 480.0000 5,280.00 0.000 0.00 03 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 360.00 0.000 0.00 METHOD) PROGRAM CAS145 PAGE 5 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN PANEL ON EXISTING FRAME EA 110.0000 440.00 0.000 0.00 05 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 06 CLEAN AND THERMAL SPRAY COAT STEEL PILE LS 210,000.0000 210,000.00 0.750 157,500.00 0.750 157,500.00 07 PREPARE AND STAIN CONCRETE LS 110,000.0000 110,000.00 0.000 0.00 08 INTERLOCKING CONCRETE PAVERS M2 77.0000 80,080.00 0.000 0.00 09 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 115,200.00 494.700 59,364.00 970.590 116,470.80 10 600 MM ALTERNATIVE PIPE CULVERT M 150.0000 13,800.00 92.000 13,800.00 11 450 MM REINFORCED CONCRETE PIPE M 130.0000 26,000.00 194.600 25,298.00 12 600 MM CORRUGATED STEEL PIPE M 800.0000 4,000.00 6.700 5,360.00 (2.01 MM THICK) 13 900 MM CORRUGATED STEEL PIPE M 225.0000 13,725.00 61.000 13,725.00 (2.01 MM THICK) 14 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 80.0000 6,560.00 0.000 0.00 (1.63 MM THICK) 15 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 125.0000 9,750.00 11.500 1,437.50 (1.63 MM THICK) 16 450 MM BITUMINOUS COATED CORRUGATED M 275.0000 14,850.00 38.200 10,505.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 17 450 MM ENTRANCE TAPER EA 1,400.0000 4,200.00 3.000 4,200.00 18 GRATED LINE DRAIN M 195.0000 31,200.00 0.000 0.00 19 1200 MM CORRUGATED STEEL PIPE RISER M 3,800.0000 3,800.00 1.000 3,800.00 (2.01 MM THICK) 20 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 7,000.00 4.000 2,000.00 11.000 5,500.00 21 600 MM ALTERNATIVE FLARED END SECTION EA 550.0000 1,100.00 1.000 550.00 22 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 23 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 16,000.00 17.300 3,460.00 31.300 6,260.00 24 SLOPE PAVING (CONCRETE) M3 650.0000 160,550.00 0.000 0.00 F) 25 MINOR CONCRETE (DITCH LINING) M3 400.0000 10,400.00 0.000 0.00 26 ROCK SLOPE PROTECTION FABRIC M2 7.0000 1,680.00 94.220 659.54 94.220 659.54 27 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 272,000.00 88.970 35,588.00 390.310 156,124.00 CONSTRUCTION) 28 MISCELLANEOUS IRON AND STEEL KG 4.0000 19,640.00 0.000 0.00 F) 29 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 19,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 81,000.00 0.000 0.00 31 SURVEY MONUMENT (TYPE D) EA 650.0000 650.00 0.000 0.00 32 DELINEATOR (CLASS 1) EA 35.0000 4,550.00 0.000 0.00 33 OBJECT MARKER EA 50.0000 450.00 0.000 0.00 34 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 13,600.00 0.000 0.00 35 VEGETATION CONTROL (MINOR CONCRETE) M2 94.0000 33,840.00 0.000 0.00 36 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 245.0000 87,220.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 26) M 260.0000 46,280.00 0.000 0.00 F) 38 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 2,040.00 5.700 969.00 5.700 969.00 39 CABLE RAILING M 65.0000 5,785.00 0.000 0.00 F) 40 TRANSITION RAILING (TYPE WB) EA 2,400.0000 19,200.00 0.000 0.00 41 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 4,000.00 0.000 0.00 42 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 0.000 0.00 43 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 0.000 0.00 44 CONCRETE BARRIER (TYPE 60) M 145.0000 53,650.00 361.100 52,359.50 361.100 52,359.50 45 CONCRETE BARRIER (TYPE 60C) M 170.0000 136,000.00 415.900 70,703.00 415.900 70,703.00 46 CONCRETE BARRIER (TYPE 732) M 136.0000 25,432.00 0.000 0.00 F) 47 CONCRETE BARRIER (TYPE 736SV) M 280.0000 24,640.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 60R MOD) M 1,500.0000 180,000.00 0.000 0.00 49 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 13,600.00 0.000 0.00 50 THERMOPLASTIC TRAFFIC STRIPE M 0.4400 24,552.00 0.000 0.00 (SPRAYABLE) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 4,900.00 0.000 0.00 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,100.00 0.000 0.00 53 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 54 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.148 14,800.00 55 SIGNAL AND LIGHTING (LOCATION 2) LS 105,000.0000 105,000.00 0.366 38,430.00 0.788 82,740.00 56 SIGNAL AND LIGHTING (COUNTY) LS 170,000.0000 170,000.00 0.217 36,890.00 0.531 90,270.00 PROGRAM CAS145 PAGE 7 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 LIGHTING (RAILROAD BRIDGE) LS 40,000.0000 40,000.00 0.045 1,800.00 0.144 5,760.00 58 LIGHTING (COUNTY STREET) LS 22,000.0000 22,000.00 0.000 0.00 59 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 0.088 3,520.00 0.574 22,960.00 60 CONDUIT (BRIDGE) LS 79,000.0000 79,000.00 0.000 0.00 61 VEHICLE DETECTION SYSTEM LS 24,000.0000 24,000.00 0.058 1,392.00 0.365 8,760.00 62 REMOVE EXISTING SIGNAL SYSTEM LS 8,000.0000 8,000.00 0.000 0.00 63 MODIFY SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.231 11,550.00 64 MODIFY LIGHTING AND SIGN ILLUMINATION LS 185,000.0000 185,000.00 0.099 18,315.00 0.574 106,190.00 65 MODIFY SIGNAL AND LIGHTING (COUNTY) LS 100,000.0000 100,000.00 0.022 2,200.00 0.048 4,800.00 66 MODIFY EMERGENCY VEHICLE DETECTOR LS 3,500.0000 3,500.00 0.000 0.00 67 EMERGENCY VEHICLE DETECTOR LS 16,000.0000 16,000.00 0.000 0.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 8,800.00 220.000 8,800.00 70 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 8,100.00 260.000 7,800.00 71 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 750.00 15.000 750.00 F) WALL) 72 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 26,350.00 62.000 26,350.00 F) 73 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 7,125.00 4,750.000 7,125.00 F) 74 MINOR CONCRETE (GUTTER) M 200.0000 3,200.00 0.000 0.00 75 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,800.0000 2,800.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456004 TIME 04:16 PM ESTIMATE NO. 09 BID OPENING 10/08/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: SANTOS, JOHN DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 700,825.79 9,617,979.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK -693.79 42,246.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 700,132.00 9,660,226.14 76 MOBILIZATION LS 2200,000.0000 2,200,000.00 0.950 2,090,000.00 ORIGINAL CONTRACT AMOUNT 22,428,651.00 TOTAL WORK COMPLETED 700,132.00 11,750,226.14 MATERIALS ON HAND ON SITE 122,037.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 700,132.00 11,872,264.04 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 12/10/09 415 02/03/10 02/03/10 10/12/11 170 9 0 0 52% 41% PROGRESS IS SATISFACTORY SANTOS, JOHN RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 10/26/10