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 01/25/11 EST. NO.01 TIME 01:05 PM R.E. NAME: HOPKINS, RAMON L. 05-330724 --------------------------------------------------------------------------- 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 01/25/11 EST. NO.01 TIME 01:05 PM R.E. NAME: HOPKINS, RAMON L. 05-330724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 LOCATION PROGRESS ESTIMATE 05-SLO-46-36.6/41.2 ----------------- PAPICH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN AND INC NEAR PASO ROBLES FROM 0.5 MILE WEST P O BOX 2210 OF GENESEO ROAD TO 0.6 MILE EAST PISMO BEACH CA 93448 OF ALMOND DRIVE FED. AID NO. ACST-P046(43)E ,PE-P046(43)E ,HPLU-6205(15)E WIDEN HIGHWAY TO FOUR LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 21,421.0000 21,421.00 0.250 5,355.25 0.250 5,355.25 02 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,703.0000 1,892,100.00 1.000 2,703.00 1.000 2,703.00 04 TEMPORARY FENCE (TYPE ESA) LF 1.0500 5,082.00 3,163.000 3,321.15 3,163.000 3,321.15 05 CONSTRUCTION SITE MANAGEMENT LS 140,170.0000 140,170.00 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.000 0.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 1.7200 107,672.00 0.000 0.00 08 TEMPORARY SILT FENCE LF 1.3200 77,352.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 30,000.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,900.0000 43,500.00 0.000 0.00 11 TEMPORARY CHECK DAM LF 1.7200 74,132.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 1,000.0000 9,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 10,140.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH SQYD 0.6900 73,140.00 0.000 0.00 (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 9,600.0000 9,600.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 7,952.2500 7,952.25 0.470 3,737.56 0.470 3,737.56 17 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 18 TYPE III BARRICADE EA 17.1900 2,062.80 0.000 0.00 19 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,000.00 0.000 0.00 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,800.0000 3,800.00 0.000 0.00 21 TEMPORARY RAILING (TYPE K) LF 6.2000 75,020.00 0.000 0.00 22 TEMPORARY CRASH CUSHION MODULE EA 165.0000 15,675.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 8,000.00 0.000 0.00 SYSTEM 24 ENVIRONMENTAL PROTECTION LS 156,264.0000 156,264.00 0.000 0.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 7,950.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 26 ABANDON CULVERT EA 723.0000 21,690.00 0.000 0.00 27 REMOVE FENCE LF 0.5000 18,000.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING LF 7.5000 3,150.00 0.000 0.00 29 REMOVE FLARED END SECTION EA 310.0000 2,480.00 0.000 0.00 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,600.00 0.000 0.00 31 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,950.00 0.000 0.00 32 REMOVE PAVEMENT MARKER EA 0.5000 650.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 45.0000 900.00 0.000 0.00 34 REMOVE CULVERT LF 28.0000 49,840.00 0.000 0.00 35 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 20.0000 6,400.00 0.000 0.00 36 REMOVE INLET EA 440.0000 7,920.00 0.000 0.00 37 REMOVE HEADWALL EA 550.0000 18,150.00 0.000 0.00 38 RECONSTRUCT METAL BEAM GUARD RAILING LF 45.0000 60,300.00 0.000 0.00 39 RELOCATE GATE EA 940.0000 940.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 150.0000 6,000.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 24,360.00 0.000 0.00 42 CLEARING AND GRUBBING LS 163,000.0000 163,000.00 0.000 0.00 43 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.000 0.00 44 ROADWAY EXCAVATION CY 2.5000 4,675,000.00 0.000 0.00 45 LEAD COMPLIANCE PLAN LS 785.0000 785.00 0.000 0.00 46 GEOSYNTHETIC REINFORCED EMBANKMENT CY 4.8000 209,280.00 0.000 0.00 47 STRUCTURE EXCAVATION (BRIDGE) CY 25.0000 36,700.00 0.000 0.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 33,480.00 0.000 0.00 49 STRUCTURE BACKFILL (BRIDGE) CY 110.0000 89,760.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (SLURRY CEMENT) CY 65.0000 8,450.00 0.000 0.00 51 STRUCTURE BACKFILL (RETAINING WALL) CY 13.0000 20,410.00 0.000 0.00 52 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 5,200.00 0.000 0.00 WALL) 53 SAND BACKFILL CY 120.0000 44,400.00 0.000 0.00 54 DITCH EXCAVATION CY 21.0000 6,720.00 0.000 0.00 55 CULTIVATE (SOIL AMENDMENT) ACRE 7,080.0000 34,692.00 0.000 0.00 56 PLACE CHIPPED MATERIAL CY 25.0000 5,500.00 0.000 0.00 57 PLACE TREE TRUNK EA 440.0000 3,520.00 0.000 0.00 58 EROSION CONTROL (COMPOST BLANKET) CY 36.4500 492,075.00 0.000 0.00 59 EROSION CONTROL ACRE 1,949.0000 122,787.00 0.000 0.00 (TYPE D)-TYPE1-SEED MIX1 60 EROSION CONTROL ACRE 2,301.0000 9,434.10 0.000 0.00 (TYPE D)-TYPE1-SEED MIX2 61 EROSION CONTROL ACRE 2,646.0000 142,884.00 0.000 0.00 (TYPE D)-TYPE2-SEED MIX1 62 EROSION CONTROL (DRILL SEED)-SEED MIX1 ACRE 1,160.0000 24,360.00 0.000 0.00 63 EROSION CONTROL (DRILL SEED)-SEED MIX2 ACRE 4,179.0000 19,223.40 0.000 0.00 64 EROSION CONTROL (NETTING) SQYD 2.4700 582,920.00 0.000 0.00 65 FIBER ROLLS LF 2.6300 286,670.00 0.000 0.00 66 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 560.0000 5,040.00 0.000 0.00 67 WILLOW AND COTTONWOOD POLE CUTTINGS EA 18.5000 19,425.00 0.000 0.00 68 EROSION CONTROL (NATIVE GRASS SOD) SQFT 1.3500 17,820.00 0.000 0.00 69 IRRIGATION SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 70 3" SUPPLY LINE (BRIDGE) LF 40.0000 40,960.00 0.000 0.00 F) 71 8" CORRUGATED HIGH DENSITY LF 37.0000 18,130.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 72 FINISHING ROADWAY LS 9,000.0000 9,000.00 0.000 0.00 73 CLASS 1 AGGREGATE SUBBASE CY 19.0100 2,718,430.00 0.000 0.00 74 CLASS 2 AGGREGATE BASE CY 37.0000 481,000.00 0.000 0.00 75 LEAN CONCRETE BASE CY 76.0000 3,116,000.00 0.000 0.00 76 CRACK TREATMENT LNMI 3,700.0000 3,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HOT MIX ASPHALT TON 67.0000 7,236,000.00 0.000 0.00 78 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.0000 2,281,600.00 0.000 0.00 79 RUMBLE STRIP STA 13.5500 20,460.50 0.000 0.00 80 DATA CORE LS 6,600.0000 6,600.00 0.000 0.00 81 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7500 832.50 0.000 0.00 82 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.7500 472.50 0.000 0.00 83 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7500 25,350.00 0.000 0.00 84 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7500 2,325.00 0.000 0.00 85 PLACE HOT MIX ASPHALT SQYD 20.0000 24,000.00 0.000 0.00 (MISCELLANEOUS AREA) 86 TACK COAT TON 400.0000 76,000.00 0.000 0.00 87 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,800.0000 3,184,200.00 0.000 0.00 PILING 88 FURNISH PILING (CLASS 140) LF 45.0000 250,110.00 0.000 0.00 (ALTERNATIVE W) 89 DRIVE PILE (CLASS 140) EA 1,600.0000 126,400.00 0.000 0.00 (ALTERNATIVE W) 90 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.000 0.00 91 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 65,800.00 0.000 0.00 F) 92 STRUCTURAL CONCRETE, BRIDGE CY 511.0000 4,690,980.00 0.000 0.00 F) 93 STRUCTURAL CONCRETE, RETAINING WALL CY 470.0000 300,800.00 0.000 0.00 94 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 163,500.00 0.000 0.00 F) (TYPE N) 95 CLASS 1 CONCRETE (BOX CULVERT) CY 500.0000 410,000.00 0.000 0.00 96 MINOR CONCRETE (MINOR STRUCTURE) CY 1,180.0000 318,600.00 0.000 0.00 97 MINOR CONCRETE (INVERT PAVING) CY 260.0000 28,600.00 0.000 0.00 98 MINOR CONCRETE (BACKFILL) CY 179.0000 13,425.00 0.000 0.00 99 ARCHITECTURAL TEXTURE SQFT 40.0000 124,440.00 0.000 0.00 F) (RANDOM FIELD STONE) 00 PTFE SPHERICAL BEARING EA 6,000.0000 108,000.00 0.000 0.00 01 JOINT SEAL ASSEMBLY (MR 6") LF 930.0000 169,260.00 0.000 0.00 02 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 2,657,197.40 0.000 0.00 F) 03 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 48,300.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7500 105,000.00 0.000 0.00 05 HEADED BAR REINFORCEMENT EA 5.0000 2,020.00 0.000 0.00 F) 06 DEER GUARD EA 58,856.9400 235,427.76 0.000 0.00 07 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.9500 5,970.00 0.000 0.00 (0.063"-UNFRAMED) 08 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5500 6,435.50 0.000 0.00 (0.080"-UNFRAMED) 09 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.6500 941.85 0.000 0.00 (0.063"-FRAMED) 10 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 1,852.50 0.000 0.00 (0.080"-FRAMED) 11 ROADSIDE SIGN - ONE POST EA 215.0000 19,780.00 0.000 0.00 12 ROADSIDE SIGN - TWO POST EA 365.0000 3,650.00 0.000 0.00 13 ROADSIDE SIGN - METAL POST EA 300.0000 1,500.00 0.000 0.00 14 CONCRETE STAINING SQYD 3.9600 34,412.40 0.000 0.00 15 18" ALTERNATIVE PIPE CULVERT LF 105.0000 144,900.00 0.000 0.00 16 24" ALTERNATIVE PIPE CULVERT LF 70.0000 522,200.00 0.000 0.00 17 30" ALTERNATIVE PIPE CULVERT LF 110.0000 105,600.00 0.000 0.00 18 36" ALTERNATIVE PIPE CULVERT LF 97.0000 44,620.00 0.000 0.00 19 48" ALTERNATIVE PIPE CULVERT LF 94.0000 231,240.00 0.000 0.00 20 10" PLASTIC PIPE LF 43.0000 13,330.00 0.000 0.00 21 8" PLASTIC PIPE LF 45.0000 6,300.00 0.000 0.00 22 36" REINFORCED CONCRETE PIPE LF 120.0000 108,000.00 0.000 0.00 23 42" REINFORCED CONCRETE PIPE LF 140.0000 28,000.00 0.000 0.00 24 66" REINFORCED CONCRETE PIPE LF 280.0000 89,600.00 0.000 0.00 25 JACKED 24" REINFORCED CONCRETE PIPE LF 510.0000 41,310.00 0.000 0.00 (CLASS III) 26 138" STRUCTURAL STEEL PIPE (8 GAGE) LF 1,220.0000 231,800.00 0.000 0.00 27 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 38.0000 7,980.00 0.000 0.00 (.079" THICK) 28 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 42.0000 21,420.00 0.000 0.00 (.079" THICK) 29 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 58.0000 21,460.00 0.000 0.00 (.138" THICK) 30 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 4,410.00 0.000 0.00 (.138" THICK) PROGRAM CAS145 PAGE 6 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 48" CORRUGATED STEEL PIPE DOWNDRAIN LF 83.0000 28,220.00 0.000 0.00 (.138" THICK) 32 12" ENTRANCE TAPER EA 450.0000 4,950.00 0.000 0.00 33 12" DOWNDRAIN SLIP JOINT EA 420.0000 4,620.00 0.000 0.00 34 12" ANCHOR ASSEMBLY EA 370.0000 3,700.00 0.000 0.00 35 36" CORRUGATED STEEL PIPE INLET LF 330.0000 9,900.00 0.000 0.00 (.138" THICK) 36 24" WELDED STEEL PIPE CASING (BRIDGE) LF 400.0000 63,200.00 0.000 0.00 37 18" ALTERNATIVE FLARED END SECTION EA 408.2000 2,857.40 0.000 0.00 38 24" ALTERNATIVE FLARED END SECTION EA 453.7400 15,880.90 0.000 0.00 39 30" ALTERNATIVE FLARED END SECTION EA 561.9900 1,685.97 0.000 0.00 40 36" ALTERNATIVE FLARED END SECTION EA 702.7200 2,810.88 0.000 0.00 41 EMERGENCY DRAIN VALVE EA 1,700.0000 3,400.00 0.000 0.00 42 ROCK SLOPE PROTECTION CY 56.0000 239,680.00 0.000 0.00 (1/2 TON, METHOD B) 43 ROCK SLOPE PROTECTION CY 63.0000 29,610.00 0.000 0.00 (1/4 TON, METHOD B) 44 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 62.0000 229,400.00 0.000 0.00 45 ROCK SLOPE PROTECTION CY 75.0000 171,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 46 CONCRETE (SLOPE PROTECTION) CY 370.0000 27,750.00 0.000 0.00 47 CONCRETE (DITCH LINING) CY 390.0000 198,900.00 0.000 0.00 48 CONCRETE (CONCRETE APRON) CY 675.0000 49,275.00 0.000 0.00 49 SLOPE PAVING (EXPOSED AGGREGATE) CY 925.0000 189,625.00 0.000 0.00 F) 50 ROCK SLOPE PROTECTION FABRIC SQYD 1.1500 15,755.00 0.000 0.00 51 MINOR CONCRETE (GUTTER) CY 510.0000 7,140.00 0.000 0.00 52 MISCELLANEOUS IRON AND STEEL LB 1.4000 50,414.00 0.000 0.00 F) 53 ISOLATION CASING LB 5.1000 77,856.60 0.000 0.00 F) 54 MISCELLANEOUS METAL (BRIDGE) LB 5.1000 29,559.60 0.000 0.00 F) 55 BRIDGE DECK DRAINAGE SYSTEM LB 6.1000 91,567.10 0.000 0.00 F) 56 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 3.2000 115,200.00 0.000 0.00 57 FENCE (TYPE WM, MODIFIED) LF 6.0000 54,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CHAIN LINK FENCE (TYPE CL-7) LF 17.2500 87,630.00 0.000 0.00 59 16' CHAIN LINK GATE (TYPE CL-7) EA 915.0000 33,855.00 0.000 0.00 60 SURVEY MONUMENT EA 370.0000 9,250.00 0.000 0.00 61 DELINEATOR (CLASS 1) EA 28.0000 12,600.00 0.000 0.00 62 MILEPOST MARKER EA 40.0000 400.00 0.000 0.00 63 OBJECT MARKER EA 40.0000 1,160.00 0.000 0.00 64 METAL BEAM GUARD RAILING (STEEL POST) LF 20.5000 72,980.00 0.000 0.00 65 VEGETATION CONTROL (MINOR CONCRETE) SQYD 69.0000 179,400.00 0.000 0.00 66 CABLE RAILING LF 20.0000 18,000.00 0.000 0.00 67 TRANSITION RAILING (TYPE WB) EA 3,200.0000 41,600.00 0.000 0.00 68 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 0.000 0.00 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 30,400.00 0.000 0.00 70 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,500.0000 11,000.00 0.000 0.00 71 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 75.0000 302,250.00 0.000 0.00 F) 72 CONCRETE BARRIER (TYPE 732) LF 160.0000 102,400.00 0.000 0.00 73 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 3,650.00 0.000 0.00 74 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 5,145.00 0.000 0.00 75 THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 17,550.00 0.000 0.00 76 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 103.50 0.000 0.00 (BROKEN 12-3) 77 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 9,435.00 0.000 0.00 (BROKEN 36-12) 78 THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 402,500.00 0.000 0.00 (SPRAYABLE) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 11,220.00 0.000 0.00 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4000 29,240.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330724 TIME 01:05 PM ESTIMATE NO. 01 BID OPENING 07/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: HOPKINS, RAMON L. DATE OF THIS ESTIMATE 01/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,116.96 15,116.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,116.96 15,116.96 81 MOBILIZATION LS 2203,694.2000 2,203,694.20 0.000 0.00 ORIGINAL CONTRACT AMOUNT 46,614,551.61 TOTAL WORK COMPLETED 15,116.96 15,116.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 15,116.96 15,116.96 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 11/05/10 700 12/30/10 00/00/00 11/07/13 1 14 0 0 0% 0% PROGRESS IS SATISFACTORY HOPKINS, RAMON L. RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/11