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 05/21/08 EST. NO.03 TIME 09:04 AM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- 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 0002 162.66 E.W. @ F.A.(+) 041508 N 296021 002 0001 257.65 E.W. @ F.A.(+) 021808 N 296001 0003 81.16 022708 N 296003 0004 64.42 022908 N 296004 0005 64.42 030408 N 296005 0007 169.13 032708 N 296011 0007-1 -169.13 032708 N 296011 DAO CORRECTING ENTRY 0008 520.94 040308 N 296012 0009 390.73 040208 N 296013 003 0001 25,012.01 E.W. @ F.A.(+) 041808 N 296007 0003 343.06 032608 N 296010 0004 1,650.00 040808 N 296014 0005 72.71 040908 N 296015 0006 31.92 040808 N 296016 0007 48.52 041108 N 296017 0008 58.40 041108 N 296018 0009 100.88 041108 N 296019 0010 137.76 041108 N 296025 0012 105.50 041008 N 296027 0013 955.34 041108 N 296028 0014 843.98 041408 N 296029 0015 539.20 041508 N 296030 005 0001 10,736.27 E.W. @ F.A.(+) 042508 N 296023 006 0001 662.50 E.W. @ F.A.(+) 041108 N 296020 0002 662.50 041408 N 296022 0003 725.00 041408 N 296024 008 0001 1,347.22 E.W. @ F.A.(+) 022708 N 296008 0002 169.13 042208 N 296032 0003 169.13 032708 N 296033 45,913.01 TOTAL THIS ESTIMATE 1,961.08 TOTAL PREVIOUS ESTIMATE 47,874.09 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 05/21/08 EST. NO.03 TIME 09:04 AM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 001 -6,125.00 02 OVERBID ITEM NO. 048 -21,000.00 01 OVERBID ITEM NO. 048 -42,000.00 02 OVERBID ITEM NO. 048 -7,000.00 03 OVERBID ITEM NO. 051 -1,000.00 02 -7,000.00 -77,125.00 TOTAL DEDUCTIONS -7,000.00 -77,125.00 PROGRAM CAS145 PAGE 1 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 LOCATION PROGRESS ESTIMATE 05-SLO-46-32.2/37.2 ----------------- PAPACH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN AND P O BOX 2210 NEAR PASO ROBLES FROM AIRPORT ROAD PISMO BEACH CA 93448 TO GENESEO ROAD FED. AID NO. HPLU-6205(10) ,HP21-6205(12) ,L-6205(12) CONVERT 2-LANE HWY TO 4 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 29,500.0000 29,500.00 0.250 7,375.00 02 TIME-RELATED OVERHEAD WDAY 400.0000 216,000.00 21.000 8,400.00 33.000 13,200.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,700.00 933.000 9,330.00 S) 04 TEMPORARY FRAME AND GRATE EA 650.0000 12,350.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 23,000.0000 23,000.00 0.040 920.00 0.060 1,380.00 06 PREPARE STORM WATER POLLUTION LS 4,350.0000 4,350.00 0.510 2,218.50 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 11.0000 123,200.00 0.000 0.00 S) 08 TEMPORARY SILT FENCE M 5.2500 79,800.00 48.500 254.63 S) 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 11,250.00 2.000 2,500.00 2.000 2,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 680.0000 6,120.00 5.000 3,400.00 5.000 3,400.00 11 TEMPORARY CHECK DAM M 14.0000 46,900.00 5.000 70.00 5.000 70.00 S) 12 MOVE-IN/MOVE-OUT EA 550.0000 4,950.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 93.0000 7,254.00 0.000 0.00 S) 14 TEMPORARY HYDRAULIC MULCH M2 0.9000 116,100.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 11,000.0000 11,000.00 0.040 440.00 0.060 660.00 16 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.760 7,220.00 S) 17 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.040 1,200.00 0.060 1,800.00 S) 18 TYPE III BARRICADE EA 55.0000 1,540.00 0.000 0.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 6,660.00 24.000 432.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 0.040 880.00 0.060 1,320.00 S) 21 TEMPORARY RAILING (TYPE K) M 28.0000 45,360.00 91.400 2,559.20 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 28.000 5,600.00 S) PROGRAM CAS145 PAGE 2 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 4,500.0000 148,500.00 0.000 0.00 24 REMOVE FENCE M 6.0000 52,380.00 865.000 5,190.00 1,636.000 9,816.00 25 REMOVE MARKER EA 250.0000 5,250.00 0.000 0.00 26 REMOVE FLARED END SECTION EA 1,000.0000 12,000.00 0.000 0.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,000.00 0.000 0.00 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 2.7500 5,115.00 0.000 0.00 S) 29 REMOVE PAVEMENT MARKING M2 65.0000 780.00 0.000 0.00 S) 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 6,650.00 0.000 0.00 S) 31 REMOVE PAVEMENT MARKER EA 2.0000 1,060.00 0.000 0.00 S) 32 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 0.000 0.00 33 REMOVE CULVERT M 40.0000 14,000.00 7.800 312.00 7.800 312.00 34 REMOVE SLOTTED CORRUGATED STEEL PIPE M 45.0000 6,300.00 0.000 0.00 35 REMOVE INLET EA 1,500.0000 9,000.00 0.000 0.00 36 REMOVE HEADWALL EA 1,000.0000 17,000.00 6.000 6,000.00 7.000 7,000.00 37 REMOVE DELINEATOR EA 10.0000 510.00 0.000 0.00 38 RECONSTRUCT FENCE M 30.0000 10,800.00 0.000 0.00 S) 39 RECONSTRUCT METAL BEAM GUARD RAILING M 67.0000 112,560.00 0.000 0.00 S) 40 RESET MILEPOST MARKER EA 22.0000 176.00 0.000 0.00 41 RESET ROADSIDE SIGN EA 300.0000 600.00 0.000 0.00 42 RELOCATE ROADSIDE SIGN EA 300.0000 11,700.00 0.000 0.00 43 ADJUST INLET EA 1,500.0000 1,500.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2500 42,125.00 0.000 0.00 S) 45 REMOVE CONCRETE M3 56.0000 6,720.00 21.960 1,229.76 46 REMOVE CONCRETE (STRUCTURE) M3 320.0000 48,000.00 8.890 2,844.80 28.520 9,126.40 47 CAP INLET EA 1,500.0000 7,500.00 0.000 0.00 48 CLEARING AND GRUBBING LS 180,000.0000 180,000.00 0.050 9,000.00 0.500 90,000.00 49 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 1.000 5,500.00 PROGRAM CAS145 PAGE 3 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 11.7500 3,125,500.00 43,824.000 514,932.00 44,902.000 527,598.50 51 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.500 2,000.00 52 GEOSYNTHETIC REINFORCED EMBANKMENT M2 0.7000 23,170.00 2,513.000 1,759.10 2,513.000 1,759.10 53 GEOSYNTHETIC SEPARATOR M2 1.5000 6,345.00 0.000 0.00 54 STRUCTURE EXCAVATION (CRIB WALL) M3 28.0000 15,680.00 0.000 0.00 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 23.0000 26,450.00 0.000 0.00 56 STRUCTURE BACKFILL (SLURRY CEMENT) M3 130.0000 53,300.00 0.000 0.00 57 STRUCTURE BACKFILL (CRIB WALL) M3 25.5000 26,520.00 0.000 0.00 58 STRUCTURE BACKFILL (RETAINING WALL) M3 51.5000 56,135.00 0.000 0.00 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 82.0000 6,560.00 0.000 0.00 WALL) 60 SAND BACKFILL M3 20.0000 7,000.00 0.000 0.00 61 DITCH EXCAVATION M3 47.5000 7,600.00 0.000 0.00 62 HIGHWAY PLANTING LS 15,500.0000 15,500.00 0.000 0.00 S) 63 STRAW (EROSION CONTROL) TONN 500.0000 10,000.00 0.000 0.00 S) 64 PURE LIVE SEED (DRILL SEED) KG 70.0000 21,000.00 0.000 0.00 S) (EROSION CONTROL) 65 EROSION CONTROL (SOD STRIPS) M 70.0000 18,900.00 0.000 0.00 S) 66 FIBER (EROSION CONTROL) KG 1.0000 76,400.00 0.000 0.00 S) 67 FIBER ROLLS M 10.0000 72,200.00 0.000 0.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 8,100.00 0.000 0.00 S) 69 PURE LIVE SEED (TYPE 1)(EROSION CONTROL) KG 78.0000 99,840.00 0.000 0.00 S) 70 PURE LIVE SEED (TYPE 2)(EROSION CONTROL) KG 210.0000 6,090.00 0.000 0.00 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,170.00 0.000 0.00 S) 72 JUTE MESH M2 2.4000 167,760.00 0.000 0.00 S) 73 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 74 ESTABLISH EROSION CONTROL LS 5,500.0000 5,500.00 0.000 0.00 S) 75 FINISHING ROADWAY LS 17,000.0000 17,000.00 0.000 0.00 76 CLASS 4 AGGREGATE SUBBASE M3 34.4000 2,370,160.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE M3 51.5000 2,008,500.00 0.000 0.00 78 ASPHALT TREATED PERMEABLE BASE M3 155.0000 1,922,000.00 0.000 0.00 79 SEAL RANDOM CRACKS LNKM 2,100.0000 25,200.00 0.000 0.00 S) 80 ASPHALT CONCRETE TONN 85.8900 11,337,480.00 0.000 0.00 81 PAVING ASPHALT (BINDER-PAVEMENT TONN 670.0000 32,160.00 0.000 0.00 REINFORCING FABRIC) 82 PAVEMENT REINFORCING FABRIC M2 2.5000 149,000.00 0.000 0.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.5000 46,665.00 0.000 0.00 AREA) 84 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,600.00 0.000 0.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 253.0000 24,794.00 0.000 0.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.5000 90,750.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 17,640.00 0.000 0.00 88 SHOULDER RUMBLE STRIP STA 180.0000 30,600.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 89 SHOULDER RUMBLE STRIP STA 125.0000 11,250.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 173,400.00 0.000 0.00 91 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 261,300.00 0.000 0.00 F) 92 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 630,750.00 64.580 48,435.00 64.580 48,435.00 F) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 486,400.00 5.350 10,165.00 5.350 10,165.00 F) 94 MINOR CONCRETE (BACKFILL) M3 875.0000 105,000.00 0.000 0.00 95 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 880.0000 32,560.00 0.000 0.00 F) 96 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 1,000.0000 151,000.00 0.000 0.00 F) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 56,686.00 0.000 0.00 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 214,984.00 16,667.870 33,335.74 16,667.870 33,335.74 SF) 99 DEER GUARD EA 82,000.0000 574,000.00 0.000 0.00 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,860.00 0.000 0.00 (1.6 MM-UNFRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 8,250.00 0.000 0.00 (2.0 MM-UNFRAMED) 02 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 0.000 0.00 03 300 MM ALTERNATIVE PIPE CULVERT M 600.0000 18,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE CULVERT M 335.0000 415,400.00 0.000 0.00 05 600 MM ALTERNATIVE PIPE CULVERT M 350.0000 983,500.00 0.000 0.00 06 750 MM ALTERNATIVE PIPE CULVERT M 675.0000 12,825.00 0.000 0.00 07 900 MM ALTERNATIVE PIPE CULVERT M 580.0000 87,000.00 24.400 14,152.00 24.400 14,152.00 08 250 MM PLASTIC PIPE M 200.0000 70,000.00 0.000 0.00 09 600 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 84.700 38,115.00 84.700 38,115.00 10 750 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 122.800 70,610.00 122.800 70,610.00 11 900 MM REINFORCED CONCRETE PIPE M 675.0000 18,900.00 0.000 0.00 12 1350 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 39.100 22,482.50 39.100 22,482.50 13 1650 MM REINFORCED CONCRETE PIPE M 900.0000 38,700.00 0.000 0.00 14 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 88,200.00 36.400 50,960.00 36.400 50,960.00 (CLASS II) 15 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,850.0000 133,200.00 31.100 57,535.00 31.100 57,535.00 (CLASS IV) 16 JACKED 1350 MM REINFORCED CONCRETE PIPE M 2,500.0000 220,000.00 0.000 0.00 (CLASS IV) 17 JACKED 1650 MM REINFORCED CONCRETE PIPE M 3,300.0000 145,200.00 0.000 0.00 (CLASS IV) 18 80 MM PLASTIC PIPE (EDGE DRAIN) M 10.0000 103,000.00 0.000 0.00 19 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 26.5000 18,815.00 0.000 0.00 20 PULL BOX (EDGE DRAIN) EA 450.0000 28,800.00 0.000 0.00 21 FURNISH AND INSTALL DRAIN PIPE M 15.5000 3,875.00 0.000 0.00 (HORIZONTAL DRAIN) 22 DRILL HOLE (HORIZONTAL DRAIN) M 50.0000 12,000.00 0.000 0.00 23 200 MM COLLECTOR SYSTEM M 35.0000 2,870.00 0.000 0.00 (HORIZONTAL DRAIN) 24 300 MM ENTRANCE TAPER EA 2,000.0000 8,000.00 0.000 0.00 25 450 MM ENTRANCE TAPER EA 2,000.0000 12,000.00 0.000 0.00 26 300 MM DOWNDRAIN SLIP JOINT EA 2,500.0000 2,500.00 0.000 0.00 27 300 MM ANCHOR ASSEMBLY EA 750.0000 750.00 0.000 0.00 28 450 MM ANCHOR ASSEMBLY EA 300.0000 2,400.00 0.000 0.00 29 600 MM ANCHOR ASSEMBLY EA 300.0000 5,400.00 0.000 0.00 30 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 11,800.00 0.000 0.00 32 600 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 41,600.00 0.000 0.00 33 900 MM CORRUGATED STEEL PIPE INLET M 1,300.0000 26,000.00 0.000 0.00 (3.51 MM THICK) 34 300 MM ALTERNATIVE FLARED END SECTION EA 2,400.0000 2,400.00 0.000 0.00 35 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 18,000.00 0.000 0.00 36 600 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 73,100.00 0.000 0.00 37 900 MM ALTERNATIVE FLARED END SECTION EA 3,500.0000 10,500.00 0.000 0.00 38 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 150,000.00 0.000 0.00 39 ROCK SLOPE PROTECTION M3 176.0000 204,160.00 127.900 22,510.40 127.900 22,510.40 (BACKING NO. 2, METHOD B) 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 162,000.00 390.300 58,545.00 390.300 58,545.00 41 CONCRETE (SLOPE PROTECTION) M3 650.0000 28,600.00 0.000 0.00 42 CONCRETE (DITCH LINING) M3 600.0000 168,000.00 0.000 0.00 43 CONCRETE (CONCRETE APRON) M3 750.0000 9,750.00 0.000 0.00 44 ROCK SLOPE PROTECTION FABRIC M2 1.1800 5,463.40 525.500 620.09 525.500 620.09 45 MINOR CONCRETE (MAIL BOX PAD) M2 350.0000 2,800.00 0.000 0.00 46 MINOR CONCRETE (GUTTER) M3 1,300.0000 11,700.00 0.000 0.00 47 MISCELLANEOUS IRON AND STEEL KG 3.5000 73,748.50 0.000 0.00 SF) 48 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.0000 97,680.00 731.000 8,772.00 731.000 8,772.00 S) 49 FENCE (TYPE WM, MODIFIED) M 23.0000 179,630.00 0.000 0.00 S) 50 CHAIN LINK FENCE (TYPE CL-2.1) M 53.0000 76,850.00 0.000 0.00 S) 51 1.8 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,000.0000 8,000.00 0.000 0.00 S) 52 4.9 M CHAIN LINK GATE (TYPE CL-2.1) EA 500.0000 9,500.00 0.000 0.00 S) 53 SURVEY MONUMENT EA 350.0000 10,150.00 0.000 0.00 54 DELINEATOR (CLASS 1) EA 32.0000 2,400.00 0.000 0.00 55 GUARD RAILING DELINEATOR EA 16.0000 1,760.00 0.000 0.00 56 OBJECT MARKER EA 41.0000 2,501.00 0.000 0.00 57 METAL BEAM GUARD RAILING (STEEL POST) M 75.0000 121,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 VEGETATION CONTROL (MINOR CONCRETE) M2 50.0000 161,500.00 0.000 0.00 59 CABLE RAILING M 3.0000 480.00 0.000 0.00 60 TRANSITION RAILING (TYPE WB) EA 3,200.0000 22,400.00 0.000 0.00 S) 61 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 13,000.00 0.000 0.00 S) 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 34,500.00 0.000 0.00 S) 63 CONCRETE BARRIER (TYPE 732A) M 275.0000 9,625.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 732B) M 275.0000 24,200.00 0.000 0.00 65 THERMOPLASTIC PAVEMENT MARKING M2 23.0000 17,020.00 0.000 0.00 S) 66 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 30,600.00 0.000 0.00 S) (SPRAYABLE) 67 PAINT TRAFFIC STRIPE (2-COAT) M 0.3800 15,238.00 0.000 0.00 S) 68 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 7,600.00 0.000 0.00 S) 69 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 8,160.00 0.000 0.00 S) 70 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 26,285.00 0.000 0.00 S) 71 TRAFFIC MONITORING STATION LS 36,000.0000 36,000.00 0.000 0.00 S) 72 MODIFY LIGHTING LS 53,000.0000 53,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 12/05/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 994,085.63 1,149,898.82 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 45,913.01 47,874.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,039,998.64 1,197,772.91 73 MOBILIZATION LS 20,000.0000 20,000.00 0.500 10,000.00 0.500 10,000.00 ORIGINAL CONTRACT AMOUNT 30,944,304.90 TOTAL WORK COMPLETED 1,049,998.64 1,207,772.91 MATERIALS ON HAND ON SITE 343,865.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,000.00 -77,125.00 TOTAL 1,042,998.64 1,474,513.74 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 5,000.00 29,500.00 24,500.00 048 CLEARING AND GRUBBING 40,000.00 180,000.00 140,000.00 051 LEAD COMPLIANCE PLAN 2,000.00 4,000.00 2,000.00 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 02/08/08 540 04/03/08 00/00/00 06/03/10 34 0 0 0 4% 12% PROGRESS IS SATISFACTORY RAMON HOPKINS RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 05/21/08