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 04/21/11 EST. NO.39 TIME 03:23 PM 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 0371 184.10 E.W. @ F.A.(+) 122810 N 296640 0372 119.70 122810 N 296641 0376 439.64 011311 N 296646 0377 385.65 011411 N 296647 0380 730.64 012011 N 296652 047 0005 25,818.00 A.C. @ L.S.(+) 040511 N 0005 0 050 0003 3,083.00 A.C. @ L.S.(+) 091510 N 296639 057 0003 4,286.00 E.W. @ F.A.(+) 020911 N 296663 0004 3,287.57 021011 N 296665 0005 11,902.59 021111 N 296666 0006 13,807.68 021411 N 296668 0007 2,834.08 021511 N 296672 0008 14,428.53 022311 N 296681 0009 14,379.24 022411 N 296682 058 0013 822.39 E.W. @ F.A.(+) 010611 N 296642 063 0005 3,996.30 E.W. @ F.A.(+) 030711 N 296687 073 0011 2,428.59 E.W. @ F.A.(+) 013111 N 296657 0012 215.60 020911 N 296662 0013 1,029.13 021011 N 296664 0014 5,966.55 021111 N 296667 0015 2,103.44 021411 N 296669 0016 143.74 021511 N 296670 0017 158.76 021611 N 296675 0018 639.25 022411 N 296684 081 0003 1,243.91 E.W. @ F.A.(+) 011911 N 296688 082 0001 7,398.52 E.W. @ F.A.(+) 020811 N 296661 0002 231.58 021511 N 296673 0006 2,157.58 040811 N 296691 083 0001 6,028.00 E.W. @ L.S.(+) 040511 N 0001 0 084 0001 161.44 E.W. @ F.A.(+) 021511 N 296671 0002 1,902.81 021611 N 296674 0003 1,383.55 021710 N 296677 0004 1,291.54 022111 N 296678 0005 1,706.30 022211 N 296679 0006 565.06 022311 N 296680 0007 556.82 022411 N 296683 0008 2,197.52 021811 N 296685 0009 1,957.18 022811 N 296686 086 0001 2,350.00 E.W. @ L.S.(+) 040511 N 0001 0 087 0001 41,731.25 E.W. @ L.S.(+) 041911 N 0001 0 186,053.23 TOTAL THIS ESTIMATE 1,566,918.05 TOTAL PREVIOUS ESTIMATE 1,752,971.28 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 04/21/11 EST. NO.39 TIME 03:23 PM R.E. NAME: RAMON HOPKINS 05-330714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CL2AB TEST FAILURE -2,400.00 14 CL2AB TEST FAILURE -1,200.00 31 RE-STAKING CHARGES -710.00 31 0.00 -4,310.00 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 05 MISS PYRLS -10,000.00 06 REL EST #5 10,000.00 06 REL EST #6 10,000.00 07 LC VIOLATION -10,000.00 11 REL EST #11 10,000.00 18 MISS PAYROLLS -1,000.00 30 RECD PAYROLLS #30 1,000.00 31 MISS PAYROLLS -3,500.00 34 MISS PAYROLLS -1,000.00 36 RECD PAYROLLS EST 34 3,500.00 36 RECD PAYROLLS EST 36 1,000.00 38 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 001 -6,125.00 02 OVERBID ITEM NO. 001 -6,125.00 12 OVERBID ITEM NO. 001 -6,125.00 21 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. 048 -14,000.00 12 OVERBID ITEM NO. 048 -2,800.00 14 OVERBID ITEM NO. 048 -2,800.00 26 OVERBID ITEM NO. 048 -15,400.00 31 OVERBID ITEM NO. 051 -1,000.00 02 0.00 -159,375.00 TOTAL DEDUCTIONS 0.00 -163,685.00 PROGRAM CAS145 PAGE 1 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 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 0.750 22,125.00 02 TIME-RELATED OVERHEAD WDAY 400.0000 216,000.00 12.000 4,800.00 579.000 231,600.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 19,700.00 2,394.200 23,942.00 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 0.990 22,770.00 06 PREPARE STORM WATER POLLUTION LS 4,350.0000 4,350.00 0.840 3,654.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 11.0000 123,200.00 15.400 169.40 4,852.500 53,377.50 S) 08 TEMPORARY SILT FENCE M 5.2500 79,800.00 4,363.800 22,909.95 S) 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,250.0000 11,250.00 6.000 7,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 680.0000 6,120.00 10.000 6,800.00 11 TEMPORARY CHECK DAM M 14.0000 46,900.00 11.300 158.20 1,580.520 22,127.28 S) 12 MOVE-IN/MOVE-OUT EA 550.0000 4,950.00 7.000 3,850.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 93.0000 7,254.00 25.000 2,325.00 S) 14 TEMPORARY HYDRAULIC MULCH M2 0.9000 116,100.00 119,105.000 107,194.50 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 11,000.0000 11,000.00 0.960 10,560.00 16 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.950 9,025.00 S) 17 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.990 29,700.00 S) 18 TYPE III BARRICADE EA 55.0000 1,540.00 49.000 2,695.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 18.0000 6,660.00 436.000 7,848.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 0.990 21,780.00 S) 21 TEMPORARY RAILING (TYPE K) M 28.0000 45,360.00 1,885.400 52,791.20 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 126.000 25,200.00 S) PROGRAM CAS145 PAGE 2 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 108,000.00 24 REMOVE FENCE M 6.0000 52,380.00 8,377.200 50,263.20 25 REMOVE MARKER EA 250.0000 5,250.00 5.000 1,250.00 26 REMOVE FLARED END SECTION EA 1,000.0000 12,000.00 13.000 13,000.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,000.00 412.000 2,472.00 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 2.7500 5,115.00 1,232.000 3,388.00 S) 29 REMOVE PAVEMENT MARKING M2 65.0000 780.00 24.780 1,610.70 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 6,860.000 13,720.00 S) 32 REMOVE ROADSIDE SIGN EA 100.0000 1,500.00 11.000 1,100.00 33 REMOVE CULVERT M 40.0000 14,000.00 524.800 20,992.00 34 REMOVE SLOTTED CORRUGATED STEEL PIPE M 45.0000 6,300.00 134.200 6,039.00 35 REMOVE INLET EA 1,500.0000 9,000.00 7.000 10,500.00 36 REMOVE HEADWALL EA 1,000.0000 17,000.00 15.000 15,000.00 37 REMOVE DELINEATOR EA 10.0000 510.00 51.000 510.00 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 1,421.600 95,247.20 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 35.000 10,500.00 43 ADJUST INLET EA 1,500.0000 1,500.00 2.000 3,000.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.2500 42,125.00 22,342.300 27,927.88 S) 45 REMOVE CONCRETE M3 56.0000 6,720.00 21.960 1,229.76 46 REMOVE CONCRETE (STRUCTURE) M3 320.0000 48,000.00 156.920 50,214.40 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 1.000 180,000.00 49 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 1.000 5,500.00 PROGRAM CAS145 PAGE 3 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 11.7500 3,125,500.00 263,932.200 3,101,203.35 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 32,261.500 22,583.05 53 GEOSYNTHETIC SEPARATOR M2 1.5000 6,345.00 4,129.000 6,193.50 54 STRUCTURE EXCAVATION (CRIB WALL) M3 28.0000 15,680.00 560.000 15,680.00 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 23.0000 26,450.00 1,150.000 26,450.00 56 STRUCTURE BACKFILL (SLURRY CEMENT) M3 130.0000 53,300.00 296.210 38,507.30 57 STRUCTURE BACKFILL (CRIB WALL) M3 25.5000 26,520.00 1,040.000 26,520.00 58 STRUCTURE BACKFILL (RETAINING WALL) M3 51.5000 56,135.00 1,083.190 55,784.29 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 82.0000 6,560.00 82.060 6,728.92 WALL) 60 SAND BACKFILL M3 20.0000 7,000.00 266.670 5,333.40 61 DITCH EXCAVATION M3 47.5000 7,600.00 150.500 7,148.75 62 HIGHWAY PLANTING LS 15,500.0000 15,500.00 1.000 15,500.00 S) 63 STRAW (EROSION CONTROL) TONN 500.0000 10,000.00 11.120 5,560.00 S) 64 PURE LIVE SEED (DRILL SEED) KG 70.0000 21,000.00 358.750 25,112.50 S) (EROSION CONTROL) 65 EROSION CONTROL (SOD STRIPS) M 70.0000 18,900.00 278.000 19,460.00 S) 66 FIBER (EROSION CONTROL) KG 1.0000 76,400.00 69,880.540 69,880.54 S) 67 FIBER ROLLS M 10.0000 72,200.00 9,692.500 96,925.00 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 8,100.00 6.000 2,700.00 S) 69 PURE LIVE SEED (TYPE 1)(EROSION CONTROL) KG 78.0000 99,840.00 1,170.170 91,273.26 S) 70 PURE LIVE SEED (TYPE 2)(EROSION CONTROL) KG 210.0000 6,090.00 30.180 6,337.80 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,170.00 4,107.530 12,322.59 S) 72 JUTE MESH M2 2.4000 167,760.00 46,120.690 110,689.66 S) 73 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 1.000 10,000.00 S) 74 ESTABLISH EROSION CONTROL LS 5,500.0000 5,500.00 0.900 4,950.00 S) 75 FINISHING ROADWAY LS 17,000.0000 17,000.00 0.500 8,500.00 76 CLASS 4 AGGREGATE SUBBASE M3 34.4000 2,370,160.00 61,669.800 2,121,441.12 PROGRAM CAS145 PAGE 4 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 59,338.480 3,055,931.72 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 8.800 18,480.00 S) 80 ASPHALT CONCRETE TONN 85.8900 11,337,480.00 3,124.130 268,331.53 136,960.880 11,763,569.98 81 PAVING ASPHALT (BINDER-PAVEMENT TONN 670.0000 32,160.00 31.880 21,359.60 REINFORCING FABRIC) 82 PAVEMENT REINFORCING FABRIC M2 2.5000 149,000.00 36,658.000 91,645.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.5000 46,665.00 554.000 14,127.00 AREA) 84 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 1,600.00 335.300 1,676.50 85 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 253.0000 24,794.00 71.000 17,963.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.5000 90,750.00 10,000.100 75,000.75 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 17,640.00 2,653.800 18,576.60 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 11,250.00 110.080 13,760.00 (AC, GROUND-IN INDENTATIONS) 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 173,400.00 219.980 186,983.00 91 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 261,300.00 402.000 261,300.00 F) 92 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 630,750.00 841.000 630,750.00 F) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 486,400.00 247.740 470,706.00 F) 94 MINOR CONCRETE (BACKFILL) M3 875.0000 105,000.00 91.770 80,298.75 95 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 880.0000 32,560.00 31.000 27,280.00 F) 96 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 1,000.0000 151,000.00 154.000 154,000.00 F) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 56,686.00 28,343.000 56,686.00 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 214,984.00 107,492.000 214,984.00 SF) 99 DEER GUARD EA 82,000.0000 574,000.00 7.000 574,000.00 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,860.00 21.900 2,847.00 (1.6 MM-UNFRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 8,250.00 55.250 8,287.50 (2.0 MM-UNFRAMED) 02 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 84.000 25,200.00 03 300 MM ALTERNATIVE PIPE CULVERT M 600.0000 18,000.00 20.140 12,084.00 PROGRAM CAS145 PAGE 5 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 415,400.00 636.400 213,194.00 05 600 MM ALTERNATIVE PIPE CULVERT M 350.0000 983,500.00 2,941.780 1,029,623.00 06 750 MM ALTERNATIVE PIPE CULVERT M 675.0000 12,825.00 23.500 15,862.50 07 900 MM ALTERNATIVE PIPE CULVERT M 580.0000 87,000.00 139.300 80,794.00 08 250 MM PLASTIC PIPE M 200.0000 70,000.00 181.500 36,300.00 09 600 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 170.240 76,608.00 10 750 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 151.400 87,055.00 11 900 MM REINFORCED CONCRETE PIPE M 675.0000 18,900.00 31.750 21,431.25 12 1350 MM REINFORCED CONCRETE PIPE M 575.0000 92,000.00 151.800 87,285.00 13 1650 MM REINFORCED CONCRETE PIPE M 900.0000 38,700.00 41.140 37,026.00 14 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,400.0000 88,200.00 60.000 84,000.00 (CLASS II) 15 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,850.0000 133,200.00 71.500 132,275.00 (CLASS IV) 16 JACKED 1350 MM REINFORCED CONCRETE PIPE M 2,500.0000 220,000.00 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 3,875.00 250.000 3,875.00 (HORIZONTAL DRAIN) 22 DRILL HOLE (HORIZONTAL DRAIN) M 50.0000 12,000.00 240.000 12,000.00 23 200 MM COLLECTOR SYSTEM M 35.0000 2,870.00 82.000 2,870.00 (HORIZONTAL DRAIN) 24 300 MM ENTRANCE TAPER EA 2,000.0000 8,000.00 2.000 4,000.00 25 450 MM ENTRANCE TAPER EA 2,000.0000 12,000.00 5.000 10,000.00 26 300 MM DOWNDRAIN SLIP JOINT EA 2,500.0000 2,500.00 1.000 2,500.00 27 300 MM ANCHOR ASSEMBLY EA 750.0000 750.00 1.000 750.00 28 450 MM ANCHOR ASSEMBLY EA 300.0000 2,400.00 14.000 4,200.00 29 600 MM ANCHOR ASSEMBLY EA 300.0000 5,400.00 9.000 2,700.00 30 300 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 3,200.00 7.000 1,400.00 PROGRAM CAS145 PAGE 6 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 85.300 17,060.00 32 600 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 41,600.00 259.800 41,568.00 33 900 MM CORRUGATED STEEL PIPE INLET M 1,300.0000 26,000.00 19.580 25,454.00 (3.51 MM THICK) 34 300 MM ALTERNATIVE FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400.00 35 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 18,000.00 9.000 18,000.00 36 600 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 73,100.00 44.000 74,800.00 37 900 MM ALTERNATIVE FLARED END SECTION EA 3,500.0000 10,500.00 3.000 10,500.00 38 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 150,000.00 815.400 163,080.00 39 ROCK SLOPE PROTECTION M3 176.0000 204,160.00 1,362.840 239,859.84 (BACKING NO. 2, METHOD B) 40 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 162,000.00 1,204.300 180,645.00 41 CONCRETE (SLOPE PROTECTION) M3 650.0000 28,600.00 43.580 28,327.00 42 CONCRETE (DITCH LINING) M3 600.0000 168,000.00 376.080 225,648.00 43 CONCRETE (CONCRETE APRON) M3 750.0000 9,750.00 13.250 9,937.50 44 ROCK SLOPE PROTECTION FABRIC M2 1.1800 5,463.40 5,519.970 6,513.56 45 MINOR CONCRETE (MAIL BOX PAD) M2 350.0000 2,800.00 7.920 2,772.00 46 MINOR CONCRETE (GUTTER) M3 1,300.0000 11,700.00 9.090 11,817.00 47 MISCELLANEOUS IRON AND STEEL KG 3.5000 73,748.50 20,087.000 70,304.50 SF) 48 FENCE (TYPE BW, 5 STRAND, METAL POST) M 12.0000 97,680.00 7,984.000 95,808.00 S) 49 FENCE (TYPE WM, MODIFIED) M 23.0000 179,630.00 8,684.800 199,750.40 S) 50 CHAIN LINK FENCE (TYPE CL-2.1) M 53.0000 76,850.00 990.400 52,491.20 S) 51 1.8 M CHAIN LINK GATE (TYPE CL-2.1) EA 1,000.0000 8,000.00 5.000 5,000.00 9.000 9,000.00 S) 52 4.9 M CHAIN LINK GATE (TYPE CL-2.1) EA 500.0000 9,500.00 24.000 12,000.00 38.000 19,000.00 S) 53 SURVEY MONUMENT EA 350.0000 10,150.00 28.000 9,800.00 54 DELINEATOR (CLASS 1) EA 32.0000 2,400.00 108.000 3,456.00 55 GUARD RAILING DELINEATOR EA 16.0000 1,760.00 115.000 1,840.00 56 OBJECT MARKER EA 41.0000 2,501.00 74.000 3,034.00 57 METAL BEAM GUARD RAILING (STEEL POST) M 75.0000 121,500.00 2,093.900 157,042.50 S) PROGRAM CAS145 PAGE 7 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,661.200 183,060.00 59 CABLE RAILING M 3.0000 480.00 155.800 467.40 60 TRANSITION RAILING (TYPE WB) EA 3,200.0000 22,400.00 7.000 22,400.00 S) 61 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 13,000.00 15.000 15,000.00 S) 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 34,500.00 17.000 25,500.00 S) 63 CONCRETE BARRIER (TYPE 732A) M 275.0000 9,625.00 34.190 9,402.25 64 CONCRETE BARRIER (TYPE 732B) M 275.0000 24,200.00 87.800 24,145.00 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 32,764.000 12,450.32 S) 68 PAINT PAVEMENT MARKING (2-COAT) M2 38.0000 7,600.00 203.540 7,734.52 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 3,647.000 12,764.50 S) 71 TRAFFIC MONITORING STATION LS 36,000.0000 36,000.00 0.650 23,400.00 S) 72 MODIFY LIGHTING LS 53,000.0000 53,000.00 0.900 47,700.00 S) PROGRAM CAS145 PAGE 8 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330714 TIME 03:23 PM ESTIMATE NO. 39 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 04/20/11 R.E. NAME: RAMON HOPKINS DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 290,459.13 29,106,451.24 ADJUSTMENT OF COMPENSATION 28,901.00 348,774.25 EXTRA WORK 157,152.23 1,404,197.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 476,512.36 30,859,422.52 73 MOBILIZATION LS 20,000.0000 20,000.00 1.000 20,000.00 ORIGINAL CONTRACT AMOUNT 30,944,304.90 TOTAL WORK COMPLETED 476,512.36 30,879,422.52 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -163,685.00 TOTAL 476,512.36 30,715,737.52 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 03/22/11 571 181 19 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY RAMON HOPKINS RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/11