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 06/19/08 EST. NO.04 TIME 10:25 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 0004 162.66 E.W. @ F.A.(+) 041508 N 296035 003 0017 661.79 E.W. @ F.A.(+) 050708 N 296035 0018 234.76 042508 N 296036 005 0003 928.20 E.W. @ F.A.(+) 042208 N 296038 0004 507.06 042308 N 296039 012 0001 1,295.92 E.W. @ F.A.(+) 050208 N 296040 013 0001 122.00 E.W. @ F.A.(+) 050708 N 296033 0002 306.22 050208 N 296041 0003 552.01 050208 N 296042 014 0001 240.77 E.W. @ F.A.(+) 050908 N 296034 5,011.39 TOTAL THIS ESTIMATE 47,874.09 TOTAL PREVIOUS ESTIMATE 52,885.48 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 06/19/08 EST. NO.04 TIME 10:25 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. 048 -35,000.00 04 OVERBID ITEM NO. 051 -1,000.00 02 -35,000.00 -112,125.00 TOTAL DEDUCTIONS -35,000.00 -112,125.00 PROGRAM CAS145 PAGE 1 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 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 23.000 9,200.00 56.000 22,400.00 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 0.100 2,300.00 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 6.000 66.00 6.000 66.00 S) 08 TEMPORARY SILT FENCE M 5.2500 79,800.00 137.000 719.25 185.500 973.88 S) 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 11,250.00 2.000 2,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 680.0000 6,120.00 5.000 3,400.00 11 TEMPORARY CHECK DAM M 14.0000 46,900.00 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 0.100 1,100.00 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 0.100 3,000.00 S) 18 TYPE III BARRICADE EA 55.0000 1,540.00 0.000 0.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 6,660.00 163.000 2,934.00 187.000 3,366.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 0.040 880.00 0.100 2,200.00 S) 21 TEMPORARY RAILING (TYPE K) M 28.0000 45,360.00 610.000 17,080.00 701.400 19,639.20 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 42.000 8,400.00 70.000 14,000.00 S) PROGRAM CAS145 PAGE 2 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,103.000 12,618.00 3,739.000 22,434.00 25 REMOVE MARKER EA 250.0000 5,250.00 1.000 250.00 1.000 250.00 26 REMOVE FLARED END SECTION EA 1,000.0000 12,000.00 2.000 2,000.00 2.000 2,000.00 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 5,115.00 594.000 1,633.50 594.000 1,633.50 S) 29 REMOVE PAVEMENT MARKING M2 65.0000 780.00 17.820 1,158.30 17.820 1,158.30 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 1.600 64.00 9.400 376.00 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 2.000 2,000.00 9.000 9,000.00 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 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 0.250 45,000.00 0.750 135,000.00 49 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 1.000 5,500.00 PROGRAM CAS145 PAGE 3 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,388.000 509,809.00 88,290.000 1,037,407.50 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 5,363.000 3,754.10 7,876.000 5,513.20 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 0.200 3,100.00 0.200 3,100.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 F) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 486,400.00 5.790 11,001.00 11.140 21,166.00 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 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 1,740.00 27.400 15,892.00 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 39.300 17,685.00 124.000 55,800.00 10 750 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 1.000 575.00 123.800 71,185.00 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 82.000 47,150.00 121.100 69,632.50 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 23.600 33,040.00 60.000 84,000.00 (CLASS II) 15 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,850.0000 133,200.00 31.100 57,535.00 (CLASS IV) 16 JACKED 1350 MM REINFORCED CONCRETE PIPE M 2,500.0000 220,000.00 29.300 73,250.00 29.300 73,250.00 (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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 (BACKING NO. 2, METHOD B) 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 162,000.00 390.300 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 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 97,680.00 460.000 5,520.00 1,191.000 14,292.00 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,238.00 790.000 300.20 790.000 300.20 S) 68 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 7,600.00 11.700 444.60 11.700 444.60 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 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 10:25 AM ESTIMATE NO. 04 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 06/20/08 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 813,931.95 1,963,830.77 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,011.39 52,885.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 818,943.34 2,016,716.25 73 MOBILIZATION LS 20,000.0000 20,000.00 0.500 10,000.00 ORIGINAL CONTRACT AMOUNT 30,944,304.90 TOTAL WORK COMPLETED 818,943.34 2,026,716.25 MATERIALS ON HAND ON SITE 232,064.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -35,000.00 -112,125.00 TOTAL 783,943.34 2,146,655.25 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 04/03/08 06/03/10 56 0 0 0 7% 19% PROGRESS IS SATISFACTORY RAMON HOPKINS RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 06/19/08