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 07/30/10 EST. NO.23 TIME 02:09 PM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0034 340.94 E.W. @ F.A.(+) 042809 N 0768.0 0035 542.23 042909 N 0769.0 0036 257.63 043009 N 0770.0 004 0054-1 -3,994.40 E.W. @ F.A.(+) 012108 N 0123.0 DAO CORRECTING ENTRY 0054-2 3,839.10 012108 N 0123.0 DAO CORRECTING ENTRY 005 0051-1 -516.21 E.W. @ F.A.(+) 022808 N 0196.0 DAO CORRECTING ENTRY 0051-2 471.50 022808 N 0196.0 DAO CORRECTING ENTRY 0193-1 -749.49 112508 N 0626.0 DAO CORRECTING ENTRY 0193-2 685.76 112508 N 0626.0 DAO CORRECTING ENTRY 0199-1 -513.65 020109 N 0692.0 DAO CORRECTING ENTRY 0199-2 470.80 020109 N 0692.0 DAO CORRECTING ENTRY 0200-1 -2,644.68 010809 N 0706.0 DAO CORRECTING ENTRY 0200-2 2,417.68 010809 N 0706.0 DAO CORRECTING ENTRY 0204 5,029.61 030809 N 0720.1 0205 1,088.34 010809 N 0762.0 0206 79.16 052109 N 0764.0 0207 3,255.02 030909 N 0757.0 0208 7,188.30 021909 N 0756.9 007 0013 638.80 E.W. @ F.A.(+) 080108 N 13 0 0014 972.60 080208 N 0014 0 0015 923.56 080308 N 0015 0 010 0005 2,417.91 E.W. @ F.A.(+) 110607 N 0382 0 0006 2,010.54 110707 N 383 0 0007 2,696.36 110807 N 0384 0 011 0024 1,032.96 E.W. @ F.A.(+) 121608 N 659.01 014 0001 -9,016.00 A.C. @ L.S.(-) 111208 N 1 0 015 0053 364.62 E.W. @ F.A.(+) 092408 N 0836.9 017 0003-2 2,291.85 E.W. @ F.A.(+) 021108 Y 0102.0 DAO CORRECTING ENTRY 028 0004-3 -162.87 E.W. @ F.A.(+) 031408 Y 0206.0 DAO CORRECTING ENTRY 0004-4 149.08 031408 Y 0206.0 DAO CORRECTING ENTRY 031 0002 2,710.17 E.W. @ F.A.(+) 062608 N 0883.0 034 0001 13,576.98 E.W. @ F.A.(+) 052809 N 0763.0 036 0003 826.92 E.W. @ F.A.(+) 022409 N 715 0 039 0027 1,096.61 E.W. @ F.A.(+) 120508 N 0636.1 041 0001 1,827.19 E.W. @ F.A.(+) 090309 N 0789.0 042 0003 2,494.57 E.W. @ F.A.(+) 052109 N 0765.0 0004 2,175.73 050709 N 0766.0 0005 1,455.71 050809 N 0767.0 045 0015 1,074.74 E.W. @ F.A.(+) 101408 N 582646 0016 819.35 101508 N 582717 048 0001-1 -383.95 E.W. @ F.A.(+) 012809 N 0690.0 DAO CORRECTING ENTRY 0001-2 351.11 012809 N 0690.0 DAO CORRECTING ENTRY 0002-1 -2,631.00 012709 N 0716.0 DAO CORRECTING ENTRY 0002-2 2,405.72 012709 N 0716.0 DAO CORRECTING ENTRY 049 0002 2,576.81 E.W. @ F.A.(+) 081709 N 0791.0 0002-1 -2,576.81 081709 N 0791.0 DAO CORRECTING ENTRY 0002-2 2,266.90 081709 N 0791.0 DAO CORRECTING ENTRY 0003 2,058.76 081809 N 0792.0 0004 2,141.96 081909 N 0793.0 052 0006 718.64 E.W. @ F.A.(+) 090209 N 0788.0 0007 1,844.98 090809 N 0809.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/30/10 EST. NO.23 TIME 02:09 PM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0008 990.00 072709 N 0810.0 0009 968.00 082409 N 0811.0 0010 4,984.37 090809 N 0805.0 055 0001 1,744.38 E.W. @ F.A.(+) 043009 N 0758.0 0002 4,808.38 043009 N 0759.0 0003 422.65 070209 N 0785.0 0004 281.75 070209 N 0785.1 056 0001 -510.00 A.C. @ L.S.(-) 121808 N 0001 0 057 0003 523.55 E.W. @ F.A.(+) 050708 N 0814.0 0004 1,018.25 050908 N 0815.0 0005 954.52 051208 N 0816.0 0007 805.99 052208 N 0818.0 0010 527.23 061008 N 0821.0 0011 749.45 061208 N 0822.0 0013 380.07 063008 N 0824.0 0017 265.47 072108 N 0828.0 0018 821.39 071808 N 0829.0 0020 544.26 081208 N 0831.0 0021 359.56 081508 N 0832.0 0022 1,200.30 081908 N 0833.0 0023 825.67 082008 N 0834.0 0027 546.13 101008 N 0838.0 0030 610.28 120408 N 0841.0 0034 780.91 031909 N 0845.0 0037 881.91 040709 N 0848.0 0072 2,633.68 021108 N 0884.0 0073 3,926.52 021208 N 0885.0 0074 2,793.36 021308 N 0886.0 0075 380.07 062608 N 0887.0 0077 847.71 051308 N 817.01 0079 329.53 052308 N 819.01 0080 201.73 052708 N 820.02 0081 190.02 062708 N 823.01 0082 974.33 070108 N 825.01 0083 559.71 071008 N 826.01 0084 593.55 032009 N 846.01 0085 465.62 040309 N 847.01 058 0001 -4,763.85 A.C. @ L.S.(-) 020309 N 1 0 0001-1 4,763.85 020309 N 1 0 DAO CORRECTING ENTRY 059 0001 -2,446.28 A.C. @ L.S.(-) 111708 N 1 0 0001-1 2,446.28 111708 N 1 0 DAO CORRECTING ENTRY 97,778.44 TOTAL THIS ESTIMATE 1,602,413.86 TOTAL PREVIOUS ESTIMATE 1,700,192.30 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 07/30/10 EST. NO.23 TIME 02:09 PM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -445,982.28 03 CL 2 AB OUT-OF-SPEC -4,779.93 04 CPM PROGRESS SCHED 445,982.28 04 RESET STAKING, R/W -2,720.00 04 RESET STAKING -2,380.00 05 RESET SURVEY STAKING -9,180.00 07 RESET SURVEY STAKING -4,420.00 08 RESET SURVEY STAKING -680.00 09 RESET SURVEY STAKING -2,720.00 10 CPM VIOLATION -710,400.99 11 CPM VIOLATION 710,400.99 13 SURVEY RESTAKING -340.00 13 RESTAKING WORK -2,720.00 15 CPM -155,006.04 16 LATE LANE CLO OPEN. -56,800.00 16 RESTAKING WORK -2,890.00 16 CPM 155,006.04 18 CPM -76,109.79 20 CPM -8,436.46 22 CPM -3,417.48 23 CPM (FEB,MAR,APRIL) -7,231.07 23 CPM (2275.16,2079.09 -4,354.25 23 CPM(10399,49293.39) -59,692.39 23 CPM(26996.89,8833.21 -35,830.10 23 CPM(34099.34,22673.9 -56,773.24 23 CPM(4046.01,1204.56) -5,250.57 23 LATE LANE CLO. -49,700.00 23 -222,249.10 -396,425.28 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 PRS RECD OCT 10,000.00 03 O/S PRS DEC -10,000.00 04 O/S PRS JAN -10,000.00 05 PRS RECD NOV 10,000.00 05 O/S PRS APR -10,000.00 08 PRS RECD DEC 10,000.00 08 O/S PRS MAY -10,000.00 09 O/S PRS JUNE -10,000.00 10 PRS RECD MAY 10,000.00 10 O/S PRS AUG 08 -10,000.00 13 PRS RECD APRIL 08 10,000.00 13 PRS RECD JUNE 08 10,000.00 13 O/S PRS SEPT 08 -10,000.00 14 O/S PRS OCT -10,000.00 15 O/S PRS NOV 08 -10,000.00 16 PRS RECD JAN 08 10,000.00 16 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/30/10 EST. NO.23 TIME 02:09 PM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD AUG 08 10,000.00 16 O/S PRS DEC 08 -10,000.00 17 O/S PRS JAN 09 -10,000.00 19 PRS RECD SEPT 08 10,000.00 19 PRS RECD OCT 08 10,000.00 19 O/S PRS FEB 09 -10,000.00 20 PRS RECD NOV 08 10,000.00 20 PRS RECD JAN 09 10,000.00 20 O/S PRS MARCH 09 -10,000.00 21 PRS RECD FEB 09 10,000.00 21 PRTL PRS RECD DEC 08 5,000.00 21 O/S PRS APRIL 09 -3,206.81 22 PRS RECD MAR 09 10,000.00 22 PRTL PRS RECD DEC 3,000.00 22 O/S PRS DEC 09 -1,000.00 23 O/S PRS JUNE,JULY 10 -10,000.00 23 O/S PRS MAY & AUG 09 -12,445.30 23 PRS RECD APR09,DEC09 4,206.81 23 PRS RECD DEC08,MAY09 4,445.30 23 PRS RECD AUG 09 10,000.00 23 -4,793.19 -10,000.00 LIQUIDATED DAMAGES 269 DAYS @ $13,552 -3,645,488.00 23 -3,645,488.00 -3,645,488.00 TOTAL DEDUCTIONS -3,872,530.29 -4,051,913.28 PROGRAM CAS145 PAGE 1 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-5-35.7/38.5 ---------------------------------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 4375-260 JUTLAND DRIVE SOLANA BEACH AND ENCINITAS FROM SAN SAN DIEGO,CA 92117 DIEGUITO RIVER BRIDGE TO SAN ELIJO LAGOON BRIDGE FED. AID NO. N O N E CONSTRUCT HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 1100,000.0000 1,100,000.00 1.000 1,100,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 6,400.00 170.000 6,800.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,200.00 234.000 2,340.00 05 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 06 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.900 13,500.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 72,500.00 7,496.200 74,962.00 08 TEMPORARY SILT FENCE M 6.0000 10,260.00 1,944.500 11,667.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 42,500.00 10.000 25,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 77,500.00 9.000 22,500.00 11 TEMPORARY CHECK DAM M 10.0000 6,600.00 691.400 6,914.00 12 MOVE-IN/MOVE-OUT EA 500.0000 2,500.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 44,100.00 77.000 24,255.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8200 127,100.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000.00 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.200 4,000.00 1.000 20,000.00 S) 18 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 19 TYPE III BARRICADE EA 40.0000 3,640.00 31.000 1,240.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,080.00 38,971.800 38,971.80 S) 21 TRAFFIC PLASTIC DRUM EA 40.0000 35,200.00 290.000 11,600.00 S) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 1,480.00 6,735.000 26,940.00 S) PROGRAM CAS145 PAGE 2 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 15,000.00 6.000 15,000.00 S) 24 TEMPORARY RAILING (TYPE K) M 100.0000 1,390,000.00 10.000 1,000.00 13,385.540 1,338,554.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 200.0000 36,000.00 136.000 27,200.00 S) 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 100,000.00 6.000 30,000.00 S) 27 ABANDON CULVERT EA 1,000.0000 5,000.00 0.500 500.00 4.000 4,000.00 28 REMOVE CHAIN LINK FENCE M 30.0000 22,200.00 555.980 16,679.40 29 REMOVE METAL BEAM GUARD RAILING M 27.0000 24,840.00 100.000 2,700.00 30 REMOVE TRAFFIC STRIPE M 1.2000 103,920.00 9,285.000 11,142.00 60,089.000 72,106.80 S) 31 REMOVE ROADSIDE SIGN EA 250.0000 11,000.00 45.000 11,250.00 32 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 6.000 30,000.00 33 REMOVE BASE AND SURFACING M3 13.0000 27,170.00 2,122.980 27,598.74 34 RESET ROADSIDE SIGN EA 450.0000 3,150.00 2.000 900.00 7.000 3,150.00 35 RELOCATE ROADSIDE SIGN EA 225.0000 3,600.00 7.000 1,575.00 17.000 3,825.00 36 MODIFY INLET EA 2,000.0000 12,000.00 6.000 12,000.00 37 MODIFY SIGN STRUCTURE EA 5,000.0000 15,000.00 4.000 20,000.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 31,500.00 6,271.880 31,359.40 S) 39 REMOVE CONCRETE BARRIER (TYPE K) M 2.0000 15,300.00 8,401.000 16,802.00 40 CAP INLET EA 1,500.0000 4,500.00 1.000 1,500.00 4.000 6,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 45,000.0000 45,000.00 1.000 45,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION D LS 85,000.0000 85,000.00 1.000 85,000.00 45 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 1.000 24,000.00 46 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 47 ROADWAY EXCAVATION M3 60.0000 4,110,000.00 69,445.220 4,166,713.20 48 ROADWAY EXCAVATION (TYPE Y-2) M3 10.0000 52,900.00 4,934.050 49,340.50 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 54,600.00 420.000 54,600.00 F) 51 STRUCTURE EXCAVATION (CRIB WALL) M3 40.0000 32,000.00 895.000 35,800.00 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 101,600.00 2,032.000 101,600.00 F) 53 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 30,600.00 612.000 30,600.00 F) 54 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 45,400.00 908.000 45,400.00 F) 55 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 87,500.00 1,750.000 87,500.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 12,750.00 255.000 12,750.00 F) 57 STRUCTURE BACKFILL (CRIB WALL) M3 100.0000 306,930.00 2,969.300 296,930.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 79,050.00 1,581.000 79,050.00 F) 59 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 50.0000 3,350.00 67.000 3,350.00 F) 60 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 1,300.00 26.000 1,300.00 F) 61 SAND BACKFILL M3 200.0000 5,600.00 23.780 4,756.00 23.780 4,756.00 62 CONCRETE BACKFILL M3 200.0000 1,600.00 13.250 2,650.00 63 SOIL NAIL ASSEMBLY M 60.0000 616,200.00 10,286.430 617,185.80 S) 64 HIGHWAY PLANTING LS 400,000.0000 400,000.00 0.039 15,600.00 1.000 400,000.00 S) 65 PRUNE EXISTING PLANTS M 15.0000 42,900.00 2,860.000 42,900.00 S) 66 IMPORTED TOPSOIL M3 60.0000 4,680.00 0.000 0.00 S) 67 ROCK BLANKET M2 100.0000 51,000.00 458.360 45,836.00 458.360 45,836.00 S) 68 EROSION CONTROL (TYPE 1) M2 0.3000 10,830.00 31,420.000 9,426.00 S) 69 EROSION CONTROL (TYPE 2) M2 1.0000 3,100.00 3,096.000 3,096.00 S) 70 EROSION CONTROL (TYPE 3) M2 3.0000 2,880.00 961.000 2,883.00 S) 71 FIBER ROLLS M 8.0000 47,360.00 3,894.700 31,157.60 S) 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 S) 73 WILD FLOWER SEEDING HA 25,000.0000 2,500.00 0.000 0.00 S) 74 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.306 10,710.00 1.000 35,000.00 S) 75 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000.00 S) 76 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.306 10,710.00 1.000 35,000.00 S) PROGRAM CAS145 PAGE 4 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.050 20,000.00 1.000 400,000.00 S) 78 WATER METER EA 50,000.0000 50,000.00 1.000 50,000.00 S) 79 TEMPORARY IRRIGATION SUPPLY LINE M 20.0000 12,800.00 320.000 6,400.00 S) 80 200 MM CORRUGATED HIGH DENSITY M 125.0000 26,250.00 160.200 20,025.00 S) POLYETHYLENE PIPE CONDUIT 81 250 MM CORRUGATED HIGH DENSITY M 150.0000 7,950.00 53.750 8,062.50 S) POLYETHYLENE PIPE CONDUIT 82 150 MM WELDED STEEL PIPE CONDUIT M 500.0000 75,000.00 149.870 74,935.00 S) (6.35 MM THICK) 83 EXTEND 200 MM CONDUIT M 400.0000 6,000.00 0.000 0.00 S) 84 FINISHING ROADWAY LS 15,000.0000 15,000.00 1.000 15,000.00 85 CLASS 2 AGGREGATE BASE M3 70.0000 1,176,000.00 16,938.840 1,185,718.80 86 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 2,800.00 24.540 2,454.00 24.540 2,454.00 87 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 3,500.00 3.760 1,880.00 88 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,550,000.00 240.650 24,065.00 15,345.045 1,534,504.50 89 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,244,500.00 12,698.225 1,206,331.38 90 PLACE ASPHALT CONCRETE DIKE M 3.0000 5,880.00 1,993.600 5,980.80 91 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 135.0000 12,960.00 91.450 12,345.75 AREA) 92 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 1,000.00 3.360 1,680.00 93 CONCRETE PAVEMENT M3 240.0000 2,592,000.00 11,268.688 2,704,485.12 94 SEAL PAVEMENT JOINT M 3.0000 38,400.00 331.790 995.37 19,210.290 57,630.87 95 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 24,870.00 9,080.000 27,240.00 96 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 97 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 243,400.00 1,217.000 243,400.00 S) PILING 98 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 271,200.00 246.000 295,200.00 S) PILING 99 TIEBACK ANCHOR EA 1,700.0000 234,600.00 138.000 234,600.00 S) 00 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 78,750.00 125.250 93,937.50 F) 01 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 915,800.00 73.120 69,464.00 978.120 929,214.00 F) 02 STRUCTURAL CONCRETE, RETAINING WALL M3 900.0000 1,937,700.00 33.330 29,997.00 2,154.430 1,938,987.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 263,000.00 63.000 63,000.00 263.000 263,000.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 248,000.00 159.550 159,550.00 268.320 268,320.00 (TYPE R) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 371,000.00 191.450 382,900.00 F) 06 PAVING NOTCH EXTENSION M3 1,000.0000 6,000.00 1.960 1,960.00 5.120 5,120.00 07 ARCHITECTURAL TREATMENT (RANDOM FLUTE) M2 30.0000 79,200.00 2,644.040 79,321.20 F) 08 ARCHITECTURAL TREATMENT (MURAL BASE) M2 300.0000 29,100.00 97.000 29,100.00 F) 09 ARCHITECTURAL TREATMENT M2 20.0000 6,860.00 343.350 6,867.00 F) (WALL CAP TEXTURE) 10 DRILL AND BOND DOWEL M 110.0000 79,090.00 645.400 70,994.00 11 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 S) GIRDER (5 M - 10 M) 12 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 S) GIRDER (10 M - 15 M) 13 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 52,500.00 3.000 52,500.00 S) GIRDER (20 M - 25 M) 14 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 10,000.0000 360,000.00 36.000 360,000.00 S) CONCRETE GIRDER (5 M - 10 M) 15 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 15,000.0000 270,000.00 18.000 270,000.00 S) CONCRETE GIRDER (15 M - 20 M) 16 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 75,600.00 63.000 75,600.00 S) GIRDER 17 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 300.0000 36,000.00 99.570 29,871.00 18 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 500.0000 145,000.00 267.930 133,965.00 19 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 600.0000 66,000.00 105.660 63,396.00 20 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 750.0000 225,000.00 6.360 4,770.00 302.420 226,815.00 21 JOINT SEAL (MR 15 MM) M 50.0000 10,300.00 126.150 6,307.50 207.550 10,377.50 S) 22 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 538,250.00 3,307.680 8,269.20 220,512.000 551,280.00 SF) 23 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 598,100.00 299,382.420 598,764.84 SF) 24 SHOTCRETE M3 800.0000 478,400.00 595.750 476,600.00 F) 25 WEATHERING STEEL PLATE EA 150.0000 143,250.00 955.000 143,250.00 SF) 26 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 63,400.00 6,340.000 63,400.00 F) 27 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 6,340.00 6,340.000 6,340.00 SF) 28 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 82,360.00 8,236.000 82,360.00 F) 29 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 7,954.00 7,954.000 7,954.00 SF) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 8,500.00 850.000 8,500.00 F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 6 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 1.0000 850.00 850.000 850.00 SF)WITHOUT WALKWAY) 32 FURNISH LAMINATED PANEL SIGN M2 200.0000 28,000.00 172.520 34,504.00 (25.4 MM-TYPE A) 33 FURNISH LAMINATED PANEL SIGN M2 200.0000 6,800.00 33.480 6,696.00 (25.4 MM-TYPE B) 34 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,800.00 13.260 2,652.00 (63.5 MM-TYPE H) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 7,410.00 1.770 230.10 82.420 10,714.60 (1.6 MM-UNFRAMED) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 5,200.00 7.200 936.00 51.590 6,706.70 (2.0 MM-UNFRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 273.00 2.010 261.30 13.110 1,704.30 (1.6 MM-FRAMED) 38 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,170.00 20.980 2,727.40 (2.0 MM-FRAMED) 39 1524 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 17.600 17,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 40 METAL (BARRIER MOUNTED SIGN) KG 10.0000 20,700.00 70.000 700.00 2,150.000 21,500.00 41 ROADSIDE SIGN - ONE POST EA 150.0000 5,100.00 3.000 450.00 39.000 5,850.00 42 ROADSIDE SIGN - TWO POST EA 150.0000 1,350.00 2.000 300.00 15.000 2,250.00 43 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,150.00 2.000 300.00 24.000 3,600.00 METHOD) 44 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 1,750.00 14.000 3,500.00 17.000 4,250.00 EXISTING POST 45 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 250.0000 2,250.00 9.780 2,445.00 46 INSTALL ROADSIDE SIGN EA 250.0000 250.00 1.000 250.00 (LAMINATED WOOD BOX POST) 47 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 66,000.00 215.300 64,590.00 48 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 180,000.00 488.100 146,430.00 49 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 14,400.00 48.000 14,400.00 50 450 MM REINFORCED CONCRETE PIPE M 300.0000 14,400.00 47.500 14,250.00 51 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 10,000.00 10.100 10,100.00 52 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 22,000.00 25.800 25,800.00 53 450 MM BITUMINOUS COATED SLOTTED M 1,500.0000 9,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.77 MM THICK) 54 600 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 12,500.00 25.400 12,700.00 55 900 MM PRECAST CONCRETE PIPE RISER M 2,200.0000 28,600.00 9.610 21,142.00 56 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 8,600.00 33.530 6,706.00 57 CONCRETE (CHANNEL LINING) M3 1,000.0000 8,000.00 2.690 2,690.00 PROGRAM CAS145 PAGE 7 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE (CONCRETE APRON) M3 1,000.0000 11,000.00 10.250 10,250.00 59 SLOPE PAVING (CONCRETE) M3 500.0000 16,000.00 32.000 16,000.00 F) 60 ROCK SLOPE PROTECTION FABRIC M2 10.0000 360.00 38.800 388.00 89.390 893.90 61 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 80,500.00 207.160 72,506.00 CONSTRUCTION) 62 MINOR CONCRETE (GUTTER) M 100.0000 26,000.00 260.000 26,000.00 F) 63 MINOR CONCRETE (TEXTURE PAVING) M2 80.0000 76,000.00 798.720 63,897.60 (GORE PAVING) 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 78,235.00 3,015.000 15,075.00 15,216.000 76,080.00 SF) 65 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 800.00 160.000 800.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.8) M 80.0000 6,400.00 0.000 0.00 S) 67 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,200.0000 3,200.00 0.000 0.00 S) 68 DELINEATOR (CLASS 1) EA 50.0000 5,500.00 76.000 3,800.00 69 METAL BEAM GUARD RAILING M 85.0000 21,250.00 19.000 1,615.00 S) 70 CONCRETE BARRIER (TYPE K) M 20.0000 2,800.00 140.100 2,802.00 71 TUBULAR RAILING (MODIFIED) M 520.0000 394,160.00 758.460 394,399.20 SF) 72 CABLE RAILING M 35.0000 9,765.00 279.000 9,765.00 SF) 73 TRANSITION RAILING (TYPE WB) EA 3,800.0000 11,400.00 4.000 15,200.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 900.00 0.000 0.00 S) 75 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 1.000 3,500.00 S) 76 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000.00 S) 77 CRASH CUSHION (TYPE CAT) EA 6,500.0000 39,000.00 0.000 0.00 S) 78 CRASH CUSHION (TYPE CAT) BACKUP EA 450.0000 2,700.00 0.000 0.00 S) 79 CONCRETE BARRIER (TYPE 60) M 150.0000 43,500.00 -2.200 -330.00 285.800 42,870.00 80 CONCRETE BARRIER (TYPE 60C) M 500.0000 80,000.00 -2.600 -1,300.00 143.900 71,950.00 81 CONCRETE BARRIER (TYPE 60E) M 300.0000 105,000.00 181.160 54,348.00 82 CONCRETE BARRIER (TYPE 60S) M 150.0000 907,500.00 -30.000 -4,500.00 6,093.000 913,950.00 83 CONCRETE BARRIER (TYPE 60SA) M 350.0000 43,295.00 123.700 43,295.00 F) 84 CONCRETE BARRIER (TYPE 60SC) M 350.0000 343,000.00 30.000 10,500.00 960.000 336,000.00 PROGRAM CAS145 PAGE 8 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60SE) M 300.0000 105,000.00 200.000 60,000.00 86 CONCRETE BARRIER (TYPE 732) M 300.0000 30,000.00 100.000 30,000.00 F) 87 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 14,500.00 360.340 9,008.50 S) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 28,820.00 19,039.000 20,942.90 S) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,300.00 3,787.000 9,467.50 S) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,260.00 196.000 196.00 4,279.000 4,279.00 S) (BROKEN 3.66 M - 0.92 M) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 451.00 381.000 419.10 S) (BROKEN 5.18 M - 2.14 M) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 900.00 890.000 1,780.00 S) (BROKEN 11.0 M - 3.50 M) 93 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 56,250.00 1,129.000 508.05 129,395.000 58,227.75 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,700.00 75.000 75.00 18,518.000 18,518.00 S) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 35,280.00 42.000 117.60 7,844.000 21,963.20 S) 96 SIGNAL AND LIGHTING (LOCATION 1) LS 130,000.0000 130,000.00 1.000 130,000.00 S) 97 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 1.000 145,000.00 S) 98 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) (STAGE CONSTRUCTION 2A - LOCATION 2) 99 LIGHTING AND SIGN ILLUMINATION LS 355,000.0000 355,000.00 1.000 355,000.00 S) 00 INTERCONNECTION CONDUIT AND CABLE M 100.0000 20,000.00 195.000 19,500.00 S) 01 COMMUNICATION CONDUIT (BRIDGE) M 90.0000 11,340.00 -26.000 -2,340.00 126.000 11,340.00 SF) 02 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 03 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 1.000 40,000.00 S) 04 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 05 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 06 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 07 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 08 RAMP METERING SYSTEM (LOCATION 5) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 09 RAMP METERING SYSTEM (LOCATION 6) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 148,400.00 706.000 141,200.00 S) PILING PROGRAM CAS145 PAGE 9 DATE 07/30/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:09 PM ESTIMATE NO. 23 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/30/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 574,128.12 29,121,772.65 ADJUSTMENT OF COMPENSATION -9,526.00 144,464.95 EXTRA WORK 107,304.44 1,555,727.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 671,906.56 30,821,964.95 12 MOBILIZATION LS 3225,000.0000 3,225,000.00 1.000 3,225,000.00 ORIGINAL CONTRACT AMOUNT 32,821,953.00 TOTAL WORK COMPLETED 671,906.56 34,046,964.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,872,530.29 -4,051,913.28 TOTAL -3,200,623.73 29,995,051.67 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/10/07 510 10/02/07 10/02/07 07/14/10 662 29 24 0 100% 100% ETEZADI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/30/10