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 09/24/08 EST. NO.03 TIME 09:33 AM R.E. NAME: SANTIAGO, GERRY 04-0A5314 --------------------------------------------------------------------------- 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 09/24/08 EST. NO.03 TIME 09:33 AM R.E. NAME: SANTIAGO, GERRY 04-0A5314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -15,900.00 01 0.00 -15,900.00 TOTAL DEDUCTIONS 0.00 -15,900.00 PROGRAM CAS145 PAGE 1 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 LOCATION RERUN PROGRESS ESTIMATE 04-SOL-80-11.4/20.1 ----------------------- O C JONES & SONS, INC IN SOLANO COUNTY IN FAIRFIELD FROM 1520 FOURTH ST. RED TOP ROAD TO 1.4 KM EAST OF AIR BERKELEY, CA 94510 BASE PARKWAY FED. AID NO. HPLU-6204(66)E ,L-6204(66)E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 330,000.00 26.000 26,000.00 62.000 62,000.00 04 TEMPORARY FENCE (TYPE ESA) M 6.0000 10,380.00 250.000 1,500.00 1,195.000 7,170.00 05 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.188 11,280.00 0.188 11,280.00 06 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.275 825.00 0.575 1,725.00 S) PREVENTION PLAN 07 DEWATERING AND NON-STORM WATER DISCHARGE LS 40,000.0000 40,000.00 0.000 0.00 CONTROL 08 TEMPORARY FIBER ROLL M 11.0000 8,030.00 206.000 2,266.00 09 TEMPORARY SILT FENCE M 8.0000 10,800.00 583.000 4,664.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 37,500.00 6.000 9,000.00 11 TEMPORARY COVER M2 5.0000 5,000.00 0.000 0.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 15,400.00 0.000 0.00 13 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 0.400 16,000.00 1.000 40,000.00 (GREEN VALLEY CREEK) 14 STREET SWEEPING LS 50,000.0000 50,000.00 0.038 1,900.00 0.188 9,400.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 1,500.0000 52,500.00 3.000 4,500.00 3.000 4,500.00 16 TEMPORARY CREEK DIVERSION SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 (SUISUN CREEK) 17 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 0.700 28,000.00 (LEDGEWOOD CREEK) 18 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.700 35,000.00 S) 19 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.038 11,400.00 0.188 56,400.00 S) 20 TYPE III BARRICADE EA 100.0000 300.00 0.000 0.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 74,125.00 16,669.000 20,836.25 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 10,500.00 56.000 1,400.00 PROGRAM CAS145 PAGE 2 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 3.2500 103,025.00 1,460.000 4,745.00 20,808.000 67,626.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 42,000.00 2.000 14,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 16.0000 553,600.00 225.540 3,608.64 17,601.080 281,617.28 26 TEMPORARY CRASH CUSHION MODULE EA 140.0000 49,000.00 62.000 8,680.00 168.000 23,520.00 27 ABANDON CULVERT M 60.0000 4,320.00 0.000 0.00 28 ABANDON INLET EA 700.0000 4,900.00 0.000 0.00 29 REMOVE CABLE BARRIER M 12.0000 53,640.00 4,056.000 48,672.00 S) 30 REMOVE METAL BEAM GUARD RAILING M 50.0000 28,000.00 20.400 1,020.00 248.400 12,420.00 S) 31 REMOVE DOUBLE THRIE BEAM BARRIER M 23.0000 18,630.00 803.000 18,469.00 S) (STEEL POST) 32 REMOVE CHAIN LINK RAILING M 150.0000 2,250.00 0.000 0.00 33 REMOVE TRAFFIC STRIPE M 1.2500 3,787.50 1,068.000 1,335.00 16,059.000 20,073.75 S) 34 REMOVE PAVEMENT MARKER EA 1.0000 30,800.00 1,460.000 1,460.00 16,074.000 16,074.00 S) 35 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 800.00 0.000 0.00 36 REMOVE ROADSIDE SIGN EA 75.0000 375.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 37 REMOVE SIGN STRUCTURE EA 3,500.0000 10,500.00 1.000 3,500.00 38 REMOVE ASPHALT CONCRETE DIKE M 30.0000 1,500.00 0.000 0.00 39 REMOVE CULVERT M 20.0000 33,000.00 0.000 0.00 40 REMOVE INLET EA 425.0000 14,025.00 0.000 0.00 41 REMOVE RETAINING WALL (PORTION) M3 170.0000 4,250.00 0.000 0.00 42 REMOVE DELINEATOR EA 25.0000 250.00 0.000 0.00 43 SALVAGE DOUBLE THRIE BEAM BARRIER M 29.0000 60,030.00 -116.000 -3,364.00 0.500 14.50 (STEEL POST) 44 SALVAGE METAL BEAM GUARD RAILING M 20.0000 1,680.00 0.000 0.00 45 SALVAGE CONCRETE BARRIER (TYPE K) M 20.0000 183,600.00 0.000 0.00 46 ADJUST INLET EA 1,800.0000 16,200.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 320,250.00 0.000 0.00 S) 48 REMOVE CONCRETE CURB M 14.0000 9,240.00 0.000 0.00 49 REMOVE CONCRETE (CURB AND GUTTER) M 130.0000 2,080.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE SIDEWALK M2 28.0000 2,100.00 0.000 0.00 51 REMOVE CONCRETE BARRIER (TYPE 50) M 8.0000 116,000.00 2,778.000 22,224.00 4,099.000 32,792.00 52 REMOVE CONCRETE BARRIER (TYPE 50E) M 39.0000 20,280.00 -1,662.000 -64,818.00 254.000 9,906.00 53 REMOVE CONCRETE BARRIER (TYPE 60) M 55.0000 13,200.00 0.000 0.00 54 REMOVE CONCRETE BARRIER (TYPE 60GC) M 65.0000 48,750.00 0.000 0.00 55 CAP INLET EA 1,000.0000 47,000.00 11.000 11,000.00 56 REMOVE CRASH CUSHION (TYPE CAT) EA 3,200.0000 6,400.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 0.100 1,200.00 1.000 12,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 0.000 0.00 61 RECONSTRUCT SCALE PIT ACCESS PORTS LS 25,000.0000 25,000.00 0.000 0.00 62 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.200 40,000.00 0.900 180,000.00 63 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 64 ROADWAY EXCAVATION M3 16.0000 1,332,800.00 19,861.000 317,776.00 39,361.000 629,776.00 65 ROADWAY EXCAVATION (TYPE Z-2) M3 205.0000 36,900.00 342.000 70,110.00 (AERIALLY DEPOSITED LEAD) 66 ROADWAY EXCAVATION (TYPE Y-1) M3 10.0000 90,000.00 3,632.900 36,329.00 3,632.900 36,329.00 (AERIALLY DEPOSITED LEAD) 67 ROADWAY EXCAVATION (TYPE Y-2) M3 8.2500 44,715.00 3,859.200 31,838.40 3,859.200 31,838.40 (AERIALLY DEPOSITED LEAD) 68 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000.00 69 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 43,000.00 146.000 14,600.00 234.000 23,400.00 F) 70 STRUCTURE EXCAVATION (TYPE A) M3 400.0000 370,800.00 262.000 104,800.00 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 8,250.00 0.000 0.00 F) 72 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 131,250.00 125.000 18,750.00 185.000 27,750.00 F) 73 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 9,375.00 0.000 0.00 F) 74 SAND BACKFILL M3 280.0000 5,600.00 0.000 0.00 75 LOW EXPANSION MATERIAL M3 100.0000 110,000.00 419.000 41,900.00 419.000 41,900.00 76 EROSION CONTROL (TYPE D) M2 1.4000 11,522.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 0.000 0.00 S) 78 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 79 LIME TONN 165.0000 105,600.00 628.680 103,732.20 628.680 103,732.20 80 LIME STABILIZATION M2 2.5000 45,000.00 17,541.000 43,852.50 17,541.000 43,852.50 81 CLASS 4 AGGREGATE SUBBASE M3 17.5000 635,250.00 772.200 13,513.50 772.200 13,513.50 82 CEMENT TREATED BASE M3 88.0000 2,296,800.00 5,051.000 444,488.00 5,051.000 444,488.00 (PLANT-MIXED, CLASS A) 83 ASPHALTIC EMULSION (CURING SEAL) TONN 850.0000 62,050.00 0.000 0.00 84 ASPHALT TREATED PERMEABLE BASE M3 280.0000 22,400.00 0.000 0.00 85 ASPHALT CONCRETE TONN 86.0000 4,523,600.00 0.000 0.00 86 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 1,470,000.00 0.000 0.00 87 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 4,800.00 0.000 0.00 AREA) 88 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 850.00 0.000 0.00 89 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 4,200.00 0.000 0.00 90 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 270.00 0.000 0.00 91 PLACE ASPHALT CONCRETE DIKE M 7.0000 1,260.00 0.000 0.00 (TYPE F MOD) 92 SHOULDER RUMBLE STRIP M 6.0000 3,540.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 93 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 56,700.00 0.000 0.00 94 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 1,365.0000 81,900.00 0.000 0.00 95 GRIND EXISTING CONCRETE M2 10.0000 12,000.00 0.000 0.00 S) PAVEMENT 96 FURNISH PILING (CLASS 400) M 120.0000 62,160.00 247.300 29,676.00 247.300 29,676.00 (ALTERNATIVE "X") 97 DRIVE PILE (CLASS 400) EA 3,000.0000 135,000.00 23.000 69,000.00 23.000 69,000.00 S) (ALTERNATIVE "X") 98 FURNISH PILING (CLASS 400) M 220.0000 64,460.00 16.000 3,520.00 293.000 64,460.00 (ALTERNATIVE "Y") (MODIFIED) 99 DRIVE PILE (CLASS 400) EA 4,000.0000 60,000.00 1.000 4,000.00 15.000 60,000.00 S) (ALTERNATIVE "Y") (MODIFIED) 00 SEAL COURSE CONCRETE M3 500.0000 55,000.00 60.000 30,000.00 01 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 104,000.00 15.000 15,000.00 59.000 59,000.00 F) 02 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 1,702,000.00 218.000 436,000.00 288.000 576,000.00 F) 03 STRUCTURAL CONCRETE, RETAINING WALL M3 1,300.0000 35,100.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,000.0000 244,000.00 34.000 68,000.00 34.000 68,000.00 F) (TYPE N) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 96,200.00 0.000 0.00 F) 06 LIGHTWEIGHT CONCRETE M3 950.0000 40,850.00 0.000 0.00 F) 07 DRILL AND BOND DOWEL M 65.0000 37,180.00 149.000 9,685.00 306.000 19,890.00 08 REFINISH BRIDGE DECK M2 700.0000 20,300.00 0.000 0.00 09 CORE CONCRETE (51 MM - 100 MM) M 500.0000 13,000.00 8.000 4,000.00 26.000 13,000.00 S) 10 CORE CONCRETE (101 MM - 150 MM) M 700.0000 7,000.00 3.000 2,100.00 7.000 4,900.00 S) 11 JOINT SEAL (MR 15 MM) M 250.0000 12,000.00 0.000 0.00 S) 12 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 346,320.00 23,375.000 70,125.00 37,055.000 111,165.00 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 4,320.00 0.000 0.00 SF) 14 ASPHALT MEMBRANE WATERPROOFING M2 140.0000 10,780.00 0.000 0.00 SF) 15 COLUMN CASING KG 14.0000 505,540.00 0.000 0.00 SF) 16 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 184,550.00 0.000 0.00 SF) 17 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 14,764.00 0.000 0.00 SF) 18 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 8,700.00 0.000 0.00 19 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 10,580.00 0.000 0.00 (1.6 MM-UNFRAMED) 20 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 500.00 0.000 0.00 (2.0 MM-UNFRAMED) 21 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 1,250.00 0.000 0.00 (2.0 MM-FRAMED) 22 1372 MM CAST-IN-DRILLED-HOLE M 3,100.0000 55,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 23 1524 MM CAST-IN-DRILLED-HOLE M 3,500.0000 35,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 24 METAL (BARRIER MOUNTED SIGN) KG 10.0000 66,000.00 0.000 0.00 25 ROADSIDE SIGN - ONE POST EA 290.0000 2,610.00 0.000 0.00 26 ROADSIDE SIGN - TWO POST EA 550.0000 2,750.00 0.000 0.00 27 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 0.000 0.00 METHOD) 28 375 MM ALTERNATIVE PIPE CULVERT M 200.0000 9,200.00 0.000 0.00 29 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 175,000.00 190.000 47,500.00 30 600 MM ALTERNATIVE PIPE CULVERT M 700.0000 4,900.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM ALTERNATIVE SLOTTED PIPE M 235.0000 366,600.00 0.000 0.00 32 450 MM CORRUGATED STEEL PIPE M 1,400.0000 2,800.00 0.000 0.00 (2.01 MM THICK) 33 600 MM CORRUGATED STEEL PIPE M 1,600.0000 1,600.00 0.000 0.00 (2.01 MM THICK) 34 80 MM PLASTIC PIPE M 100.0000 4,100.00 0.000 0.00 35 200 MM PERFORATED PLASTIC M 105.0000 93,975.00 265.000 27,825.00 265.000 27,825.00 PIPE UNDERDRAIN 36 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 9,000.00 0.000 0.00 37 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 125.0000 7,000.00 0.000 0.00 38 100 MM PLASTIC PIPE M 150.0000 600.00 0.000 0.00 (EDGE DRAIN OUTLET) 39 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 80.0000 174,400.00 1,494.197 119,535.76 1,494.197 119,535.76 40 MINOR CONCRETE (BACKFILL) M3 250.0000 5,750.00 0.000 0.00 41 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 250.0000 71,750.00 0.000 0.00 42 CONCRETE (CHANNEL LINING) M3 1,000.0000 60,000.00 60.000 60,000.00 60.000 60,000.00 F) 43 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 19,800.00 7.000 4,200.00 CONSTRUCTION) 44 MISCELLANEOUS IRON AND STEEL KG 3.0000 33,804.00 0.000 0.00 SF) 45 INLET GRATE EA 700.0000 700.00 0.000 0.00 S) 46 MISCELLANEOUS METAL KG 50.0000 300,000.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 47 DELINEATOR (CLASS 1) EA 30.0000 270.00 0.000 0.00 48 GUARD RAILING DELINEATOR EA 50.0000 250.00 0.000 0.00 49 OBJECT MARKER (TYPE P) EA 90.0000 2,070.00 0.000 0.00 50 METAL BEAM GUARD RAILING M 75.0000 5,250.00 0.000 0.00 S) 51 CHAIN LINK RAILING M 400.0000 6,400.00 0.000 0.00 S) 52 CONCRETE BARRIER (TYPE K) M 110.0000 20,900.00 0.000 0.00 53 DOUBLE THRIE BEAM BARRIER M 190.0000 134,900.00 0.000 0.00 S) 54 TRANSITION RAILING (TYPE WB) EA 800.0000 2,400.00 0.000 0.00 S) 55 TRANSITION RAILING (TYPE DTB) EA 800.0000 800.00 0.000 0.00 S) 56 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 3,600.00 0.000 0.00 S) 57 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 6,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CRASH CUSHION (TYPE CAT) EA 6,000.0000 12,000.00 0.000 0.00 S) 59 CONCRETE BARRIER (TYPE 60C) M 180.0000 572,940.00 0.000 0.00 60 CONCRETE BARRIER (TYPE 60E) M 400.0000 13,200.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 60C MOD A) M 190.0000 395,200.00 0.000 0.00 62 CONCRETE BARRIER (TYPE 732 MODIFIED) M 550.0000 48,950.00 0.000 0.00 F) 63 CONCRETE BARRIER (TYPE 60C MOD B) M 185.0000 1,307,950.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 732) M 600.0000 77,400.00 0.000 0.00 F) 65 CONCRETE BARRIER (TYPE 60E MOD) M 990.0000 336,600.00 0.000 0.00 66 CONCRETE BARRIER (TYPE 60R MOD) M 1,100.0000 176,000.00 0.000 0.00 67 CONCRETE BARRIER (TYPE 60RC) M 700.0000 189,000.00 0.000 0.00 68 CONCRETE BARRIER (TYPE 60RC MOD) M 400.0000 5,600.00 0.000 0.00 69 CONCRETE BARRIER (TYPE 60R WT) M 1,150.0000 149,500.00 0.000 0.00 70 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 15,000.00 0.000 0.00 S) 71 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 69,600.00 0.000 0.00 S) 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,020.00 0.000 0.00 S) 73 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,860.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,240.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 75 PREPARE AND PAINT POST MILE ON CONCRETE M2 50.0000 1,300.00 0.000 0.00 S) BARRIER 76 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 64,400.00 0.000 0.00 S) 77 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 35,400.00 0.000 0.00 S) 78 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 79 LIGHTING (TEMPORARY) LS 5,000.0000 5,000.00 0.000 0.00 S) 80 LIGHTING (CITY STREET) LS 15,000.0000 15,000.00 0.000 0.00 S) 81 TRAFFIC MONITORING STATION (LOCATION 1) LS 15,000.0000 15,000.00 0.000 0.00 S) 82 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 0.000 0.00 S) 83 TRAFFIC MONITORING STATION (LOCATION 3) LS 15,000.0000 15,000.00 0.000 0.00 S) 84 TRAFFIC MONITORING STATION (LOCATION 4) LS 15,000.0000 15,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 TRAFFIC MONITORING STATION (LOCATION 5) LS 15,000.0000 15,000.00 0.000 0.00 S) 86 TRAFFIC MONITORING STATION (LOCATION 6) LS 15,000.0000 15,000.00 0.000 0.00 S) 87 TRAFFIC MONITORING STATION (LOCATION 7) LS 15,000.0000 15,000.00 0.000 0.00 S) 88 TRAFFIC MONITORING STATION (LOCATION 8) LS 15,000.0000 15,000.00 0.000 0.00 S) 89 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 S) 90 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 (TRUCK SCALE ALTERATIONS) 91 MODIFY LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.000 0.00 S) 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 ARCHITECTURAL TEXTURE M2 250.0000 8,750.00 0.000 0.00 (RETAINING WALL) PROGRAM CAS145 PAGE 9 DATE 09/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 09:33 AM ESTIMATE NO. 03 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: SANTIAGO, GERRY DATE OF THIS ESTIMATE 09/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,084,242.00 4,067,967.14 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,084,242.00 4,067,967.14 94 MOBILIZATION LS 2180,000.0000 2,180,000.00 0.250 545,000.00 0.750 1,635,000.00 ORIGINAL CONTRACT AMOUNT 26,520,142.50 TOTAL WORK COMPLETED 2,629,242.00 5,702,967.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,900.00 TOTAL 2,629,242.00 5,687,067.14 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 06/24/08 330 07/10/08 07/10/08 12/31/09 62 1 0 0 21% 19% PROGRESS IS SATISFACTORY SANTIAGO, GERRY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/08