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 06/27/08 EST. NO.03 TIME 12:37 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- 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 06/27/08 EST. NO.03 TIME 12:37 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 11-SD-905-R8.6/R11.6 ------------------------------ SKANKSA USA CIVIL WEST IN SAN DIEGO COUNTY IN SAN DIEGO CALIFORNIA DISTRICT INC. FROM 0.6 KM EAST OF CACTUS ROAD TO 9543-4 HEINRICH HERTZ DRIVE 0.3 KM WEST OF THE MEXICO BORDER SAN DIEGO,CA 92154 FED. AID NO. HPLU-6211(71)N ,HPLU-6211(72)N ,HPLU-6211(73)N CONSTRUCT NEW FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 60,000.0000 60,000.00 0.250 15,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,635,000.00 42.000 105,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,800.00 1,322.500 19,837.50 04 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 0.060 8,100.00 05 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.512 3,584.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL M2 0.1500 274,500.00 0.000 0.00 S) 07 TEMPORARY FIBER ROLL M 5.2500 316,575.00 9,721.000 51,035.25 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 47,000.00 2.000 2,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 169,000.00 6.000 39,000.00 10 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 72,000.00 1.000 400.00 12 STREET SWEEPING LS 125,000.0000 125,000.00 0.090 11,250.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 55,000.0000 55,000.00 0.060 3,300.00 14 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.390 17,550.00 S) 15 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.060 7,500.00 S) 16 TYPE III BARRICADE EA 300.0000 8,700.00 0.000 0.00 S) 17 BARRICADE (LEFT IN PLACE) EA 300.0000 3,000.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 6,300.00 23.700 711.00 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 32,200.00 3,552.000 3,552.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 13,200.00 0.000 0.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,000.00 0.000 0.00 S) (LEFT IN PLACE) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 9,640.00 253.000 1,012.00 PROGRAM CAS145 PAGE 2 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 100,000.00 0.640 6,400.00 S) 24 TEMPORARY RAILING (TYPE K) M 50.0000 368,000.00 865.000 43,250.00 S) 25 TRAFFIC PLASTIC DRUM EA 90.0000 15,300.00 14.000 1,260.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 365.0000 98,550.00 11.000 4,015.00 S) 27 TEMPORARY CRASH CUSHION (ADIEM-350) EA 7,000.0000 35,000.00 1.000 7,000.00 S) 28 ABANDON CULVERT EA 5,000.0000 15,000.00 0.000 0.00 29 ABANDON INLET EA 1,400.0000 2,800.00 0.000 0.00 30 ABANDON WATER LINE EA 4,000.0000 44,000.00 0.000 0.00 31 REMOVE CHAIN LINK FENCE M 20.0000 11,400.00 613.000 12,260.00 32 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,500.00 0.000 0.00 33 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 19,485.00 1,494.000 6,723.00 34 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 7.0000 8,190.00 101.020 707.14 MARKING 35 REMOVE ROADSIDE SIGN EA 125.0000 5,000.00 0.000 0.00 36 REMOVE MANHOLE EA 1,200.0000 4,800.00 0.000 0.00 37 REMOVE BASE AND SURFACING M3 40.0000 680.00 17.000 680.00 38 RESET ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 39 RELOCATE HYDRANT EA 6,500.0000 13,000.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 41 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0.00 42 ADJUST FRAME AND COVER TO GRADE EA 3,000.0000 6,000.00 2.000 6,000.00 43 ADJUST SEWER MANHOLE EA 2,000.0000 6,000.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 11,850.00 509.000 1,527.00 S) 45 REMOVE CONCRETE M3 100.0000 9,200.00 96.310 9,631.00 46 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.900 360,000.00 47 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.060 4,200.00 48 ROADWAY EXCAVATION M3 3.4500 4,519,500.00 239,172.588 825,145.43 256,594.400 885,250.68 49 LEAD COMPLIANCE PLAN LS 70,000.0000 70,000.00 0.500 35,000.00 S) PROGRAM CAS145 PAGE 3 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 12.5000 164,500.00 668.000 8,350.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 13,200.00 0.000 0.00 52 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 195,750.00 0.000 0.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,600.00 0.000 0.00 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 9,875.00 0.000 0.00 WALL) 55 GRAVEL BLANKET M3 65.0000 148,850.00 0.000 0.00 56 SAND BACKFILL M3 145.0000 17,400.00 0.000 0.00 57 LEAN CONCRETE BACKFILL M3 165.0000 483,450.00 668.000 110,220.00 F) 58 DITCH EXCAVATION M3 6.0000 30,300.00 0.000 0.00 59 HIGHWAY PLANTING LS 155,000.0000 155,000.00 0.000 0.00 S) 60 DUFF M2 1.0000 9,240.00 4,620.000 4,620.00 61 BONDED FIBER MATRIX (EROSION CONTROL) KG 1.8000 14,832.00 0.000 0.00 S) 62 FIBER (EROSION CONTROL) KG 0.7000 44,380.00 0.000 0.00 S) 63 FIBER ROLLS M 7.0000 429,800.00 0.000 0.00 64 COMPOST (EROSION CONTROL) M3 700.0000 112,000.00 0.000 0.00 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 0.000 0.00 S) 66 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 425.0000 15,300.00 0.000 0.00 S) 67 PURE LIVE SEED (EROSION CONTROL)(TYPE 3) KG 130.0000 237,900.00 0.000 0.00 S) 68 PURE LIVE SEED (EROSION CONTROL)(TYPE 4) KG 100.0000 1,800.00 0.000 0.00 S) 69 PURE LIVE SEED (EROSION CONTROL)(TYPE 5) KG 230.0000 21,390.00 0.000 0.00 S) 70 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 840.00 0.000 0.00 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 11,790.00 0.000 0.00 S) 72 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0.00 S) 73 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 0.000 0.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 350.0000 126,000.00 0.000 0.00 75 WATER METER EA 40,000.0000 40,000.00 0.000 0.00 S) 76 200 MM CORRUGATED HIGH DENSITY M 175.0000 112,000.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 4 AGGREGATE SUBBASE M3 17.0000 1,227,400.00 3,519.000 59,823.00 78 CLASS 2 AGGREGATE BASE M3 39.0000 2,624,700.00 4,047.000 157,833.00 79 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 8,000.00 0.000 0.00 S) 80 ASPHALT CONCRETE (TYPE A) TONN 70.0000 4,249,000.00 8,792.500 615,475.00 81 ASPHALT CONCRETE BASE (TYPE A) TONN 65.0000 2,125,500.00 0.000 0.00 82 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,860.00 760.000 4,560.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 40,500.00 1,229.760 30,744.00 AREA) 84 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 42,000.00 0.000 0.00 85 CONCRETE PAVEMENT M3 197.0000 4,925,000.00 0.000 0.00 86 SEAL PAVEMENT JOINT M 3.0000 233,100.00 0.000 0.00 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.000 0.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 630,000.00 0.000 0.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 3,853,850.00 0.000 0.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 246,750.00 0.000 0.00 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 70,500.00 0.000 0.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 558,000.00 0.000 0.00 F) (TYPE N) 93 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 13,500.00 0.000 0.00 94 CLASS 1 CONCRETE (BOX CULVERT) M3 440.0000 2,494,800.00 179.440 78,953.60 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 627,000.00 6.040 9,060.00 F) 96 ARCHITECTURAL TEXTURE (STAMPED CONCETE) M2 95.0000 118,750.00 0.000 0.00 F) 97 FRACTURED RIB TEXTURE M2 100.0000 78,000.00 0.000 0.00 98 JOINT SEAL (TYPE A) M 65.0000 2,795.00 0.000 0.00 S) 99 JOINT SEAL (TYPE AL) M 80.0000 6,240.00 0.000 0.00 S) 00 JOINT SEAL (MR 30 MM) M 85.0000 8,500.00 0.000 0.00 S) 01 JOINT SEAL (MR 40 MM) M 180.0000 36,540.00 0.000 0.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,385,500.00 0.000 0.00 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 56,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6000 1,315,680.00 25,856.000 41,369.60 S) 05 HEADED BAR REINFORCEMENT EA 15.0000 1,080.00 0.000 0.00 SF) 06 WELDED WIRE FABRIC M2 12.0000 4,680.00 0.000 0.00 S) (150 MM X 150 MM,W1.4 X W1.4) 07 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.5000 184,000.00 0.000 0.00 08 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 32,000.00 0.000 0.00 S) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 9.2500 1,609,500.00 0.000 0.00 10 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 174,000.00 0.000 0.00 S) 11 FURNISH LAMINATED PANEL SIGN M2 185.0000 111,000.00 0.000 0.00 (25.4 MM-TYPE A) 12 FURNISH LAMINATED PANEL SIGN M2 190.0000 19,000.00 0.000 0.00 (25.4 MM-TYPE B) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 30,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 16,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 13,500.00 0.000 0.00 (1.6 MM-FRAMED) 16 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 14,500.00 0.000 0.00 (2.0 MM-FRAMED) 17 920 MM CAST-IN-DRILLED-HOLE M 2,150.0000 92,450.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 1524 MM CAST-IN-DRILLED-HOLE M 3,600.0000 468,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 19 METAL (BARRIER MOUNTED SIGN) KG 26.0000 5,200.00 0.000 0.00 20 INSTALL SIGN PANEL ON BARRICADE EA 50.0000 900.00 0.000 0.00 21 HABITAT RESTORATION SIGN EA 50.0000 350.00 0.000 0.00 22 ROADSIDE SIGN - ONE POST EA 385.0000 69,300.00 0.000 0.00 23 ROADSIDE SIGN - TWO POST EA 1,100.0000 22,000.00 0.000 0.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 4,050.00 0.000 0.00 METHOD) 25 PREPARE AND PAINT CONCRETE M2 25.0000 14,000.00 0.000 0.00 S) 26 450 MM ALTERNATIVE PIPE CULVERT M 155.0000 26,350.00 0.000 0.00 27 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 800,250.00 194.000 32,010.00 28 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 36,000.00 0.000 0.00 29 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 93,100.00 57.000 10,830.00 30 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 55,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1200 MM ALTERNATIVE PIPE CULVERT M 315.0000 9,135.00 0.000 0.00 32 450 MM REINFORCED CONCRETE PIPE M 150.0000 57,000.00 0.000 0.00 33 600 MM REINFORCED CONCRETE PIPE M 235.0000 249,100.00 0.000 0.00 34 750 MM REINFORCED CONCRETE PIPE M 250.0000 35,000.00 0.000 0.00 35 750 MM REINFORCED CONCRETE PIPE M 475.0000 66,500.00 0.000 0.00 (SEWER PIPE ENCASEMENT) 36 900 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 0.000 0.00 37 1200 MM REINFORCED CONCRETE PIPE M 440.0000 96,800.00 0.000 0.00 38 1500 MM REINFORCED CONCRETE PIPE M 1,000.0000 96,000.00 0.000 0.00 39 1680 MM REINFORCED CONCRETE PIPE M 735.0000 24,255.00 0.000 0.00 40 450 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 3,000.00 0.000 0.00 41 GRATED LINE DRAIN M 700.0000 35,000.00 0.000 0.00 42 900 MM CORRUGATED STEEL PIPE RISER M 3,500.0000 10,500.00 0.000 0.00 (2.77 MM THICK) 43 1850 MM WELDED STEEL PIPE CASING M 5,500.0000 1,375,000.00 0.000 0.00 (10 MM) 44 1500 MM WELDED STEEL CASING M 3,800.0000 760,000.00 0.000 0.00 45 750 MM WELDED STEEL PIPE (9.53 MM) M 2,000.0000 440,000.00 0.000 0.00 46 450 MM CEMENT MORTAR LINED AND COATED M 545.0000 485,050.00 0.000 0.00 WATER MAIN 47 300 MM CEMENT MORTAR LINED AND COATED M 485.0000 174,600.00 0.000 0.00 WATER MAIN 48 510 MM CEMENT MORTAR LINED AND COATED M 590.0000 1,056,100.00 0.000 0.00 WATER MAIN 49 50 MM TYPE K COPPER PIPE M 225.0000 47,250.00 0.000 0.00 50 300 MM CEMENT MORTAR LINED AND COATED M 750.0000 75,000.00 0.000 0.00 RECLAIMED WATER MAIN 51 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 52 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 7,000.00 0.000 0.00 53 750 MM CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 54 600 MM ALTERNATIVE FLARED END SECTION EA 950.0000 8,550.00 0.000 0.00 55 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0.00 56 1050 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0.00 57 100 MM GATE VALVE EA 500.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 150 MM GATE VALVE EA 500.0000 1,000.00 0.000 0.00 59 300 MM GATE VALVE EA 1,800.0000 1,800.00 0.000 0.00 60 100 MM BLOW OFF ASSEMBLY EA 4,800.0000 28,800.00 0.000 0.00 61 150 MM BLOW OFF ASSEMBLY EA 5,500.0000 44,000.00 0.000 0.00 62 50 MM BLOW OFF ASSEMBLY EA 4,500.0000 9,000.00 0.000 0.00 63 400 MM BUTTERFLY VALVE, CLASS 250 EA 3,500.0000 7,000.00 0.000 0.00 64 450 MM BUTTERFLY VALVE, CLASS 250 EA 4,500.0000 27,000.00 0.000 0.00 65 500 MM BUTTERFLY VALVE, CLASS 250 EA 5,000.0000 15,000.00 0.000 0.00 66 600 MM BUTTERFLY VALUE, CLASS 250 EA 7,000.0000 14,000.00 0.000 0.00 67 100 MM COMBINATION AIR RELEASE AND EA 6,500.0000 39,000.00 0.000 0.00 AIR VACCUM VALUE 68 50 MM COMBINATION AIR RELEASE AND EA 6,500.0000 32,500.00 0.000 0.00 AIR VACCUM VALUE 69 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 23,800.00 0.000 0.00 70 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 4,000.00 0.000 0.00 (MODIFIED) 71 900 MM OPEN CONCRETE PIPE RISER M 900.0000 3,600.00 0.000 0.00 (MODIFIED) 72 CATHODIC PROTECTION TEST STATION EA 3,500.0000 87,500.00 0.000 0.00 S) 73 100 MM POLYVINYL CHLORIDE PIPE M 140.0000 1,400.00 0.000 0.00 S) 74 300 MM FLEXIBLE EXPANSION JOINT EA 7,500.0000 45,000.00 0.000 0.00 S) W/MECHANICAL JOINT ENDS 75 380 MM POLYVINYL CHLORIDE SEWER PIPE M 350.0000 161,000.00 0.000 0.00 S) 76 SEWER MANHOLE FRAME AND COVER EA 1,500.0000 10,500.00 0.000 0.00 S) 77 SEWER MANHOLE B EA 8,000.0000 56,000.00 0.000 0.00 S) 78 CLASS 4 CONCRETE (BACKFILL) M3 245.0000 68,600.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 75.0000 19,500.00 0.000 0.00 (1/4 TON, METHOD B) 80 ROCK SLOPE PROTECTION M3 150.0000 22,500.00 0.000 0.00 (FACING, METHOD B) 81 ROCK SLOPE PROTECTION M3 120.0000 3,600.00 0.000 0.00 (BACKING NO. 1, METHOD B) 82 CONCRETE (APRON AND DITCH LINING) M3 500.0000 395,000.00 0.000 0.00 83 SLOPE PAVING (STAMPED CONCRETE) M2 210.0000 86,100.00 0.000 0.00 F) 84 ROCK SLOPE PROTECTION FABRIC M2 6.0000 53,100.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (MISCELLANEOUS M3 415.0000 527,050.00 283.790 117,772.85 CONSTRUCTION) 86 MINOR CONCRETE (TEXTURED PAVING) M2 8.0000 38,640.00 0.000 0.00 87 MINOR CONCRETE (GORE PAVING) M3 625.0000 200,000.00 0.000 0.00 88 MINOR CONCRETE (RAISED MEDIAN) M3 750.0000 210,000.00 0.000 0.00 89 MISCELLANEOUS IRON AND STEEL KG 3.5000 83,650.00 0.000 0.00 S) 90 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 9,555.00 0.000 0.00 SF) 91 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 24,600.00 0.000 0.00 SF) 92 WILDLIFE FENCE M 140.0000 196,000.00 0.000 0.00 S) 93 CHAIN LINK FENCE M 67.0000 625,780.00 0.000 0.00 S) (TYPE CL-1.8, 25 MM X 25 MM MESH) 94 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 850.0000 5,100.00 0.000 0.00 S) 95 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 4,500.00 0.000 0.00 S) 96 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 3,200.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0.00 98 MILEPOST MARKER EA 75.0000 750.00 0.000 0.00 99 GUARD RAILING DELINEATOR EA 20.0000 5,200.00 0.000 0.00 00 OBJECT MARKER EA 75.0000 750.00 0.000 0.00 01 METAL BEAM GUARD RAILING M 85.0000 30,600.00 0.000 0.00 S) 02 CHAIN LINK RAILING (TYPE 7) M 245.0000 36,505.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE K) M 95.0000 19,000.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 59,600.00 0.000 0.00 F) 05 SINGLE THRIE BEAM BARRIER (WOOD POST) M 105.0000 106,050.00 0.000 0.00 S) 06 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 122.0000 335,500.00 0.000 0.00 S) 07 CABLE RAILING M 65.0000 13,585.00 0.000 0.00 F) 08 TRANSITION RAILING (TYPE STB) EA 4,000.0000 8,000.00 0.000 0.00 S) 09 TRANSITION RAILING (TYPE WB) EA 3,600.0000 28,800.00 0.000 0.00 S) 10 TRANSITION RAILING (TYPE DTB) EA 4,100.0000 8,200.00 0.000 0.00 S) 11 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 12,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 3,600.00 0.000 0.00 S) 13 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 0.000 0.00 S) 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 42,500.00 0.000 0.00 S) 15 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 0.000 0.00 S) 16 CRASH CUSHION (REACT 9CBB) EA 52,000.0000 156,000.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 60) M 180.0000 257,400.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60C) M 400.0000 20,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60D) M 225.0000 15,750.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 736A) M 300.0000 39,000.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 117,250.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 736B) M 435.0000 21,750.00 0.000 0.00 23 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 24,000.00 0.000 0.00 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,500.00 0.000 0.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 720.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 400.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 45,000.00 0.000 0.00 S) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,600.00 0.000 0.00 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,500.00 0.000 0.00 S) 31 SIGNAL AND LIGHTING (LOCATION 1) LS 180,000.0000 180,000.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 2) LS 170,000.0000 170,000.00 0.000 0.00 S) 33 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.000 0.00 S) 34 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.000 0.00 S) 35 SIGNAL AND LIGHTING (LOCATION 5) LS 210,000.0000 210,000.00 0.000 0.00 S) 36 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.000 0.00 S) (CITY STREET LOCATION 1) 37 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.000 0.00 S) (CITY STREET LOCATION 2) 38 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 10 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.000 0.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 0.000 0.00 S) 41 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 8,100.00 0.000 0.00 SF) 42 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.000 0.00 SF) 43 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 0.000 0.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 1100,000.0000 1,100,000.00 0.000 0.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.000 0.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 62,000.0000 62,000.00 0.000 0.00 S) 48 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.000 0.00 S) 49 REMOVE EXISTING SIGNAL SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 S) 50 150 MM FIRE HYDRANT ASSEMBLY EA 8,000.0000 40,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 06/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:37 PM ESTIMATE NO. 03 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 825,145.43 2,954,356.62 ADJUSTMENT OF COMPENSATION 0.00 71,949.63 EXTRA WORK 0.00 17,089.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 825,145.43 3,043,395.87 51 MOBILIZATION LS 5800,000.0000 5,800,000.00 0.500 2,900,000.00 0.500 2,900,000.00 ORIGINAL CONTRACT AMOUNT 61,864,667.00 TOTAL WORK COMPLETED 3,725,145.43 5,943,395.87 MATERIALS ON HAND ON SITE 24,669.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 3,725,145.43 5,958,065.32 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 02/27/08 905 04/22/08 04/21/08 12/10/10 43 0 0 0 10% 7% PROGRESS IS SATISFACTORY OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 DATE 06/27/08