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 12/21/11 EST. NO.40 TIME 01:44 PM R.E. NAME: JAVED, FARIDUN 11-2T0824 --------------------------------------------------------------------------- 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 0360 1,151.88 E.W. @ F.A.(+) 100711 N 0813.0 0361 2,084.06 062011 N 0701.1 004 0005-3 -4,404.99 E.W. @ F.A.(+) 040309 N 137 0 DAO CORRECTING ENTRY 0045 1,380.17 070111 N 0730.2 005 0015 1,935.05 E.W. @ F.A.(+) 060111 N 0653.1 0016 1,505.18 062211 N 0664.1 019 0047 1,646.96 E.W. @ F.A.(+) 082211 N 0793.0 0048 3,009.10 082311 N 0794.0 0049 1,425.39 090111 N 0814.0 0050 5,251.53 080911 N 0815.0 0051 2,438.52 062911 N 0816.0 0053 195.68 071111 N 0818.0 0054 1,423.79 082511 N 0791.0 0055 6,655.01 071811 N 0775.0 0056 428.98 072811 N 0778.0 0057 93.24 080311 N 0781.0 0058 1,404.77 081011 N 0786.0 0059 2,151.05 082411 N 0790.0 035 0039 1,909.80 E.W. @ F.A.(+) 062911 N 0819.0 054 0003 1,728.19 A.C. @ U.P.(+) 101711 N 0807.0 057 0001 299.13 A.C. @ L.S.(+) 101711 N 0808.0 070 0004 697.81 E.W. @ F.A.(+) 120710 N 0554.0 0014 651.50 030811 N 0742.0 0016 169.68 120910 N 0555.1 0017 551.46 011211 N 0557.1 073 0002 3,588.00 E.W. @ U.P (+) 101711 N 0809.0 079 0004 823.58 E.W. @ F.A.(+) 042911 N 0624.0 087 0001 3,429.77 E.W. @ F.A.(+) 071311 N 0702.0 0002 1,158.45 A.C. @ L.S.(+) 101711 N 0810.0 090 0001 1,935.05 E.W. @ F.A.(+) 060111 N 0653.0 093 0008 2,931.90 E.W. @ F.A.(+) 082411 N 0805.0 095 0001 -4,278.92 A.C. @ L.S.(-) 120111 N 0822.0 096 0001 -37,594.65 A.C. @ L.S.(-) 120111 N 0823.0 097 0001 -4,319.56 A.C. @ L.S.(-) 120111 N 0824.0 098 0001 8,811.00 A.C. @ L.S.(+) 120111 N 0825.0 103 0001 112,546.00 A.C. @ L.S.(+) 120111 N 0826.0 124,813.56 TOTAL THIS ESTIMATE 2,206,311.04 TOTAL PREVIOUS ESTIMATE 2,331,124.60 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 12/21/11 EST. NO.40 TIME 01:44 PM R.E. NAME: JAVED, FARIDUN 11-2T0824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING (RW 498) -1,700.00 04 CIDH PILES -1,600.00 05 RE-STAKING -3,060.00 08 CIDH PILES -2,572.00 09 RE-STAKING -1,065.00 13 CLEANNESS VALUE -1,150.00 21 RESTAKING OH SIGN 10 -1,275.00 22 REVERSE STAKING DED 1,275.00 23 TRUCK OVERBILLING -1,179.32 26 LATE CLOSURE OPENING -56,724.00 29 PCC PVMNT. DEF THICK -3,257.91 33 0.00 -72,308.23 LABOR COMPLIANCE VIOLATION O/S PRS NOV -10,000.00 03 PRS RECD NOV 10,000.00 04 O/S PRS JAN -10,000.00 05 PRS RECD JAN 10,000.00 06 O/S PRS MAY -10,000.00 09 O/S PRS JUNE -10,000.00 10 PRS RECD MAY 10,000.00 11 PRS RECD JUNE 10,000.00 11 O/S PRS SEPT -10,000.00 13 O/S PRS OCT -5,000.00 14 O/S PRS NOV -5,000.00 15 O/S PRS DEC -5,000.00 16 PRS RECD SEPT 10,000.00 16 PRS RECD OCT 5,000.00 16 PRS RECD NOV 5,000.00 16 O/S PRS JAN -10,000.00 17 PRS RECD DEC 5,000.00 17 O/S PRS MARCH -10,000.00 19 PRTL PRS JAN 5,000.00 19 O/S PRS APRIL -3,000.00 20 PRS RECD JAN 5,000.00 20 PRS RECD MARCH 10,000.00 20 O/S PRS MAY -6,000.00 21 O/S PRS JUNE -8,000.00 22 PRS RECD APRIL 3,000.00 22 PRS RECD MAY 6,000.00 22 O/S PRS JULY -4,000.00 23 O/S PRS AUG -2,000.00 24 PRS RECD JULY 4,000.00 24 PRTL PRS JUNE 7,000.00 24 O/S PRS SEPT -8,000.00 25 PRS RECD AUG 2,000.00 25 O/S PRS OCT -10,000.00 26 O/S PRS NOV -10,000.00 27 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 12/21/11 EST. NO.40 TIME 01:44 PM R.E. NAME: JAVED, FARIDUN 11-2T0824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD JUNE 1,000.00 27 O/S PRS DEC -6,000.00 28 O/S PRS JAN -5,000.00 29 PRTL PRS RECD OCT 10 5,000.00 29 PRTL PRS RECD NOV 10 3,000.00 29 PRTL PRS RECD DEC 10 2,000.00 29 O/S PRS FEB -1,000.00 30 PRS RECD OCT 10 5,000.00 30 PRS RECD NOV 10 7,000.00 30 PRS RECD DEC 10 4,000.00 30 PRS RECD JAN 2,000.00 30 PRTL PRS RECD SEPT10 7,000.00 30 O/S PRS MARCH -5,000.00 31 PRS RECD SEPT 10 1,000.00 31 PRS RECD JAN 3,000.00 31 O/S PRS APRIL 2011 -1,000.00 33 PRS RECD FEB 2011 1,000.00 33 PRS RECD MARCH 2011 5,000.00 33 DEL MAY 2011 CPRS -5,000.00 34 DEL JUN JUN'11 CPR -2,000.00 35 RECD APR, MAY'11 DEL 5,000.00 35 DEL JULY 2011 -2,000.00 36 RECD APR 2011 1,000.00 36 RECD JUNE 2011 2,000.00 36 REC'D JUNE 2011 CPR 2,000.00 37 DEL OCT 11 CPR -2,000.00 39 RECD OCT 11 DEL 2,000.00 40 2,000.00 0.00 TOTAL DEDUCTIONS 2,000.00 -72,308.23 PROGRAM CAS145 PAGE 1 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 LOCATION PROGRESS ESTIMATE 11-SD-15-R30.0/R31.5 ----------------- ATKINSON CONTRACTORS, LP IN SAN DIEGO COUNTY IN ESCONDIDO 27422 PORTOLA PARKWAY FROM NINTH AVENUE UNDERCROSSING TO FOOTHILL RANCH CA 92610 ROUTE 15/78 SEPARATION FED. AID NO. CIM-015 -4(202)30N,CMLN-6211(53) N CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.500 12,500.00 1.000 25,000.00 002 TIME-RELATED OVERHEAD WDAY 1,426.0000 1,069,500.00 750.000 1,069,500.00 003 TEMPORARY FENCE (TYPE CL-1.22) M 30.0000 4,800.00 146.300 4,389.00 004 TEMPORARY FENCE (TYPE ESA) M 25.0000 1,175.00 39.500 987.50 005 JACKING SUPERSTRUCTURE, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000.00 006 JACKING SUPERSTRUCTURE, LOCATION B LS 90,000.0000 90,000.00 1.000 90,000.00 007 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000.00 008 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 1.000 6,000.00 (S) PREVENTION PLAN 009 TEMPORARY HYDRAULIC MULCH M2 0.5000 24,250.00 53,884.000 26,942.00 (S) 010 TEMPORARY FIBER ROLL M 8.0000 45,520.00 9,255.050 74,040.40 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 6,000.00 4.000 6,000.00 012 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 45,000.00 11.330 56,650.00 013 TEMPORARY CHECK DAM M 50.0000 3,000.00 342.600 17,130.00 014 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 6.000 3,000.00 (S) (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 18,000.00 30.000 9,000.00 016 TEMPORARY HYDRAULIC MULCH M2 1.2500 5,750.00 0.000 0.00 (S) (BONDED FIBER MATRIX) 017 STREET SWEEPING LS 200,000.0000 200,000.00 1.000 200,000.00 018 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 1.000 30,000.00 019 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 020 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 021 TYPE III BARRICADE EA 80.0000 3,520.00 0.000 0.00 (S) 022 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 8,050.00 150.100 5,253.50 (S) PROGRAM CAS145 PAGE 2 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 50,100.00 30,929.530 46,394.30 (S) 024 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 9,500.00 0.000 0.00 (S) (LEFT IN PLACE) 025 TRAFFIC PLASTIC DRUM EA 50.0000 21,000.00 487.000 24,350.00 (S) 026 TEMPORARY PAVEMENT MARKER EA 4.0000 22,120.00 4,836.000 19,344.00 (S) 027 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 91,000.00 13.000 91,000.00 (S) 028 TEMPORARY RAILING (TYPE K) M 35.0000 497,000.00 14,705.800 514,703.00 029 TEMPORARY CRASH CUSHION MODULE EA 200.0000 54,000.00 323.000 64,600.00 (S) 030 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,000.0000 150,000.00 24.000 144,000.00 (S) 031 ABANDON CULVERT EA 2,500.0000 12,500.00 5.000 12,500.00 032 ABANDON IRRIGATION CROSSOVER EA 1,500.0000 37,500.00 19.000 28,500.00 033 REMOVE CHAIN LINK FENCE M 25.0000 19,000.00 1,127.740 28,193.50 034 REMOVE CABLE BARRIER M 9.0000 9,180.00 1,026.520 9,238.68 035 REMOVE METAL BEAM GUARD RAILING M 30.0000 17,400.00 640.700 19,221.00 036 REMOVE IRRIGATION FACILITY LS 25,000.0000 25,000.00 1.000 25,000.00 037 REMOVE TRAFFIC STRIPE AND PAVEMENT M 0.5000 23,300.00 31,162.090 15,581.05 (S) MARKING 038 REMOVE ROADSIDE SIGN EA 200.0000 8,600.00 38.000 7,600.00 039 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 12.000 60,000.00 040 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,140.00 382.000 1,146.00 041 REMOVE CULVERT M 100.0000 31,000.00 287.800 28,780.00 042 REMOVE INLET EA 1,500.0000 10,500.00 7.000 10,500.00 043 REMOVE BASE AND SURFACING M3 15.0000 17,700.00 989.867 14,848.01 044 REMOVE DELINEATOR EA 15.0000 375.00 0.000 0.00 045 RESET ROADSIDE SIGN EA 300.0000 1,200.00 5.000 1,500.00 046 RELOCATE ROADSIDE SIGN EA 350.0000 2,450.00 1.000 350.00 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 108,600.00 12,651.022 189,765.33 (S) 048 REMOVE CONCRETE CURB M 25.0000 1,750.00 291.300 7,282.50 049 REMOVE CONCRETE SIDEWALK M 15.0000 4,500.00 302.300 4,534.50 PROGRAM CAS145 PAGE 3 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CHANNEL) M 30.0000 3,600.00 107.100 3,213.00 051 REMOVE CONCRETE BARRIER (TYPE K) M 8.0000 20,560.00 2,470.920 19,767.36 052 REMOVE CONCRETE BARRIER (TYPE 60) M 50.0000 17,500.00 575.000 28,750.00 053 CLEAN BRIDGE DECK M2 5.0000 14,750.00 2,950.000 14,750.00 054 ACCESS OPENING, SOFFIT EA 1,400.0000 44,800.00 32.000 44,800.00 055 CAP INLET EA 1,700.0000 3,400.00 2.000 3,400.00 056 REMOVE CRASH CUSHION EA 1,200.0000 1,200.00 1.000 1,200.00 057 BRIDGE REMOVAL LS 75,000.0000 75,000.00 1.000 75,000.00 058 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000.00 059 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 060 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 1.000 65,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION E LS 30,000.0000 30,000.00 1.000 30,000.00 063 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 1.000 20,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION G LS 10,000.0000 10,000.00 1.000 10,000.00 065 CLEARING AND GRUBBING LS 185,000.0000 185,000.00 1.000 185,000.00 066 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 067 ROADWAY EXCAVATION M3 28.0000 1,268,400.00 41,926.727 1,173,948.36 068 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 76,200.00 2,516.000 75,480.00 (F) 069 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 168,600.00 6,744.000 168,600.00 (F) 070 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 20.0000 27,800.00 1,390.000 27,800.00 (F) 071 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 140,400.00 1,744.000 139,520.00 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) M3 38.0000 419,330.00 11,035.000 419,330.00 (F) 073 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 100.0000 9,000.00 90.000 9,000.00 (F) 074 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 157,650.00 1,051.000 157,650.00 (F) WALL) 075 SAND BACKFILL M3 100.0000 14,000.00 120.880 12,088.00 076 LEAN CONCRETE BACKFILL M3 150.0000 33,750.00 225.000 33,750.00 (F) PROGRAM CAS145 PAGE 4 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILLED HOLE (750 MM) M 200.0000 55,200.00 279.380 55,876.00 (S) 078 DITCH EXCAVATION M3 15.0000 7,950.00 492.520 7,387.80 079 DRILLED HOLE (900 MM) M 250.0000 121,000.00 490.980 122,745.00 (S) 080 STEEL SOLDIER PILE (W 310 X 39) M 85.0000 78,540.00 937.000 79,645.00 081 STEEL SOLDIER PILE (W 460 X 235) M 400.0000 16,800.00 37.260 14,904.00 082 STEEL SOLDIER PILE (W 460 X 97) M 180.0000 49,680.00 279.380 50,288.40 083 EMBANKMENT M3 5.0000 268,500.00 51,328.556 256,642.78 084 HIGHWAY PLANTING LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 085 IMPORTED TOPSOIL M3 65.0000 14,950.00 64.600 4,199.00 086 EROSION CONTROL (BIOFILTRATION) M2 18.0000 9,720.00 664.640 11,963.52 (S) 087 EROSION CONTROL (TYPE D) M2 2.0000 120,200.00 62,096.420 124,192.84 (S) 088 EROSION CONTROL (HYDRAULIC MATRIX) M2 2.0000 22,800.00 14,737.260 29,474.52 (S) 089 FIBER ROLLS M 8.5000 35,445.00 9,336.140 79,357.19 090 COMPOST, INCORPORATE M2 8.0000 41,600.00 3,609.000 28,872.00 (S) 091 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 6.000 3,000.00 (S) 092 MAINTAIN EXISTING PLANTED AREAS LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 093 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.088 1,760.00 0.508 10,160.00 (S) 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 095 TRUCK WATERING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 096 IRRIGATION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 097 NPS 4 SUPPLY LINE (BRIDGE) M 200.0000 118,800.00 664.000 132,800.00 098 WATER METER EA 15,000.0000 75,000.00 0.000 0.00 099 200 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 528.100 79,215.00 POLYETHYLENE PIPE CONDUIT 100 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 69,000.00 234.600 70,380.00 (6.35 MM THICK) 101 FINISHING ROADWAY LS 40,000.0000 40,000.00 1.000 40,000.00 102 CLASS 2 AGGREGATE BASE M3 35.0000 563,500.00 17,182.598 601,390.93 103 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 12,800.00 3.020 1,208.00 PROGRAM CAS145 PAGE 5 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,250.0000 8,750.00 3.792 4,740.00 105 ASPHALT CONCRETE (TYPE A) TONN 110.0000 748,000.00 8,786.329 966,496.19 106 ASPHALT CONCRETE BASE (TYPE A) TONN 100.0000 1,820,000.00 15,726.773 1,572,677.30 107 PLACE ASPHALT CONCRETE DIKE M 9.0000 18,270.00 1,918.990 17,270.91 108 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 350.0000 1,225.00 0.000 0.00 AREA) 109 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,250.0000 3,750.00 3.425 4,281.25 110 CONCRETE PAVEMENT M3 300.0000 3,420,000.00 9,964.820 2,989,446.00 111 CONCRETE PAVEMENT M3 600.0000 522,000.00 632.375 379,425.00 (RAPID STRENGTH CONCRETE) 112 CONCRETE PAVEMENT M3 350.0000 962,500.00 5,252.672 1,838,435.20 (EARLY STRENGTH CONCRETE) 113 SEAL PAVEMENT JOINT M 7.0000 128,800.00 20,378.430 142,649.01 114 SEAL LONGITUDINAL ISOLATION JOINT M 28.0000 100,800.00 3,991.910 111,773.48 115 REPAIR SPALLED JOINTS M2 900.0000 45,000.00 44.797 40,317.30 116 GRIND EXISTING CONCRETE M2 7.0000 303,800.00 41,208.780 288,461.46 (S) PAVEMENT 117 FURNISH STEEL PILING (HP 250 X 85) M 200.0000 371,600.00 1,875.780 375,156.00 118 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 247,500.00 165.000 247,500.00 (S) 119 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 705,000.00 943.197 707,397.75 (S) PILING 120 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 18,000.0000 648,000.00 35.500 639,000.00 (S) PILING 121 PRESTRESSING CAST-IN-PLACE CONCRETE LS 675,000.0000 675,000.00 1.000 675,000.00 (S) 122 POST-TENSION PRECAST GIRDER LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 123 PRESTRESSING (TRANSVERSE) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 124 TIEBACK ANCHOR EA 2,100.0000 218,400.00 104.000 218,400.00 (S) 125 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 220,500.00 642.930 225,025.50 (F) 126 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 4,306,500.00 4,798.390 4,318,551.00 (F) 127 STRUCTURAL CONCRETE, RETAINING WALL M3 1,100.0000 401,500.00 365.000 401,500.00 (F) 128 STRUCTURAL CONCRETE, BARRIER SLAB M3 550.0000 173,250.00 315.000 173,250.00 (F) 129 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 84,000.00 70.000 84,000.00 (F) (TYPE EQ) 130 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 305,600.00 382.000 305,600.00 (F) (TYPE N) PROGRAM CAS145 PAGE 6 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 319,000.00 338.454 372,299.40 (TYPE R) 132 CLASS 2 CONCRETE (HEADWALL) M3 1,500.0000 3,900.00 1.860 2,790.00 133 CLASS 3 CONCRETE (BACKFILL) M3 150.0000 28,350.00 189.000 28,350.00 (F) 134 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 400.00 15.680 3,136.00 135 CLASS 1 CONCRETE (RETAINING WALL) M3 550.0000 2,261,050.00 4,117.000 2,264,350.00 (F) 136 CLASS 1 CONCRETE (BACKFILL) M3 200.0000 4,400.00 27.034 5,406.80 137 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 457,200.00 258.216 464,788.80 (F) 138 PAVING NOTCH EXTENSION M3 2,500.0000 9,750.00 4.840 12,100.00 139 DIAPHRAGM BOLSTER EA 1,200.0000 38,400.00 32.000 38,400.00 140 ARCHITECTURAL SURFACE (BARRIER) M2 20.0000 40,940.00 2,042.000 40,840.00 (F) 141 SWIRLED PLASTER TEXTURE M2 50.0000 275,950.00 5,502.000 275,100.00 (F) 142 DRILL AND BOND DOWEL M 80.0000 27,120.00 336.160 26,892.80 143 CLEAN EXPANSION JOINT M 150.0000 10,500.00 81.077 12,161.55 144 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 96,000.00 3.000 96,000.00 (S) GIRDER (25 M - 30 M) 145 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,000.0000 108,000.00 3.000 108,000.00 (S) GIRDER (30 M - 35 M) 146 ERECT PRECAST PRESTRESSED CONCRETE EA 8,000.0000 48,000.00 6.000 48,000.00 (S) GIRDER 147 REFINISH BRIDGE DECK M2 300.0000 9,600.00 5.150 1,545.00 148 CORE CONCRETE (101 MM - 150 MM) M 900.0000 13,500.00 18.000 16,200.00 (S) 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 150 JOINT SEAL (MR 40 MM) M 250.0000 88,250.00 -20.110 -5,027.50 487.970 121,992.50 (S) 151 JOINT SEAL (MR 50 MM) M 300.0000 13,200.00 20.110 6,033.00 105.110 31,533.00 (S) 152 BAR REINFORCING STEEL (BRIDGE) KG 2.7500 2,246,750.00 819,000.000 2,252,250.00 (SF) 153 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 1,033,914.00 344,543.000 1,033,629.00 (SF) 154 HEADED BAR REINFORCEMENT EA 25.0000 7,675.00 307.000 7,675.00 (SF) 155 SHOTCRETE M3 900.0000 36,000.00 40.000 36,000.00 (F) 156 TREAT BRIDGE DECK M2 4.0000 11,800.00 2,950.000 11,800.00 (F) 157 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 33,500.00 1,042.000 26,050.00 PROGRAM CAS145 PAGE 7 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (TUBULAR) KG 15.0000 1,921,500.00 148,270.000 2,224,050.00 159 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 128,100.00 148,270.000 148,270.00 (S) 160 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 42,000.00 2,200.000 30,800.00 161 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 6,000.00 1,864.500 3,729.00 (S) 162 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 64,000.00 1,737.000 27,792.00 WITHOUT WALKWAY) 163 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 10,000.00 1,737.000 4,342.50 (S) WITHOUT WALKWAY) 164 FURNISH LAMINATED PANEL SIGN M2 250.0000 87,500.00 346.670 86,667.50 (25.4 MM-TYPE A) 165 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,750.00 36.418 5,462.70 (1.6 MM-UNFRAMED) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,600.00 41.612 6,241.80 (2.0 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 2,100.00 7.659 1,148.85 (1.6 MM-FRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 6,000.00 12.699 2,539.80 (2.0 MM-FRAMED) 169 1524 MM CAST-IN-DRILLED-HOLE M 2,450.0000 392,000.00 146.214 358,224.30 (S) CONCRETE PILE (SIGN FOUNDATION) 170 METAL (RAIL MOUNTED SIGN) KG 35.0000 35,000.00 660.000 23,100.00 171 ROADSIDE SIGN - WEED CONTROL MAT EA 150.0000 900.00 6.000 900.00 172 ROADSIDE SIGN - ONE POST EA 500.0000 20,500.00 33.000 16,500.00 173 ROADSIDE SIGN - TWO POST EA 1,500.0000 7,500.00 6.000 9,000.00 174 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 2,400.00 26.000 4,160.00 METHOD) 175 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,600.00 10.000 2,000.00 EXISTING POST 176 INSTALL SIGN PANEL ON EXISTING M2 300.0000 10,200.00 27.100 8,130.00 (S) STRUCTURE 177 TIMBER LAGGING M3 1,700.0000 127,500.00 75.000 127,500.00 (F) 178 450 MM ALTERNATIVE PIPE CULVERT M 700.0000 10,500.00 30.200 21,140.00 179 450 MM REINFORCED CONCRETE PIPE M 175.0000 309,750.00 1,752.629 306,710.08 180 600 MM REINFORCED CONCRETE PIPE M 250.0000 102,500.00 395.320 98,830.00 181 900 MM REINFORCED CONCRETE PIPE M 350.0000 140,000.00 392.740 137,459.00 182 FLAP GATE EA 4,000.0000 4,000.00 1.000 4,000.00 183 150 MM PLASTIC PIPE M 150.0000 6,000.00 17.900 2,685.00 184 300 MM BITUMINOUS COATED CORRUGATED M 750.0000 3,000.00 6.400 4,800.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 8 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 59,500.00 169.996 59,498.60 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 186 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 21,000.00 69.370 20,811.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 187 600 MM ALTERNATIVE PIPE DOWNDRAIN M 600.0000 3,000.00 0.000 0.00 188 GRATED LINE DRAIN M 500.0000 3,000.00 3.000 1,500.00 189 WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 14,000.00 91.250 18,250.00 190 BLOWOFF ASSEMBLY EA 5,000.0000 5,000.00 0.000 0.00 191 250 MM WATER MAIN M 1,700.0000 15,300.00 0.000 0.00 192 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 3,200.00 4.000 3,200.00 193 900 MM PRECAST CONCRETE PIPE RISER M 600.0000 21,000.00 31.200 18,720.00 194 ROCK SLOPE PROTECTION M3 1,000.0000 24,000.00 42.310 42,310.00 (FACING, METHOD B) 195 SLOPE PAVING (CONCRETE) M3 900.0000 233,100.00 555.000 499,500.00 (F) 196 SLOPE PAVING (MASONRY BLOCK) M2 150.0000 537,000.00 1,840.000 276,000.00 (F) 197 SLOPE PAVING (ROCK COBBLE) M2 150.0000 242,250.00 3,894.730 584,209.50 (F) 198 MINOR CONCRETE (DITCH LINING) M3 500.0000 60,000.00 139.130 69,565.00 199 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,380.00 121.340 1,820.10 200 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 70,000.00 188.520 94,260.00 CONSTRUCTION) 201 MINOR CONCRETE (GUTTER) M 250.0000 8,000.00 32.000 8,000.00 (F) 202 MINOR CONCRETE (TEXTURED PAVING) M2 90.0000 126,900.00 1,274.340 114,690.60 203 MISCELLANEOUS IRON AND STEEL KG 7.0000 119,056.00 17,008.000 119,056.00 (SF) 204 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 22,800.00 1,520.000 22,800.00 (SF) 205 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 96,800.00 4,840.000 96,800.00 (SF) 206 CHAIN LINK FENCE (TYPE CL-1.8) M 85.0000 24,650.00 853.250 72,526.25 (S) 207 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 6,000.00 3.000 6,000.00 (S) 208 DELINEATOR (CLASS 1) EA 50.0000 4,700.00 60.000 3,000.00 209 MILEPOST MARKER EA 100.0000 600.00 0.000 0.00 210 GUARD RAILING DELINEATOR EA 30.0000 1,380.00 30.000 900.00 PROGRAM CAS145 PAGE 9 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 METAL BEAM GUARD RAILING M 90.0000 33,300.00 221.780 19,960.20 (S) 212 CONCRETE BARRIER (TYPE A) M 200.0000 52,800.00 264.000 52,800.00 (F) 213 CABLE RAILING M 95.0000 2,945.00 31.000 2,945.00 (SF) 214 TRANSITION RAILING (TYPE WB) EA 4,000.0000 20,000.00 3.000 12,000.00 (S) 215 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 2,700.00 4.000 3,600.00 (S) 216 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 15,000.00 3.000 9,000.00 (S) 217 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 150,000.00 0.000 0.00 (S) 218 CRASH CUSHION (ALTERNATIVE) EA 30,000.0000 60,000.00 2.000 60,000.00 219 CONCRETE BARRIER (TYPE 60) M 220.0000 479,600.00 2,042.500 449,350.00 220 CONCRETE BARRIER (TYPE 60C) M 300.0000 93,000.00 300.900 90,270.00 221 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 101,700.00 315.200 94,560.00 (F) 222 CONCRETE BARRIER (TYPE 736) M 150.0000 22,500.00 150.000 22,500.00 (F) 223 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 203,700.00 1,155.000 202,125.00 (F) 224 CONCRETE BARRIER M 175.0000 409,500.00 1,111.880 194,579.00 (TYPE 736A MODIFIED) 225 CONCRETE BARRIER M 350.0000 224,000.00 709.103 248,186.05 (TYPE 736B MODIFIED) 226 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 7,200.00 366.742 11,002.26 (S) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,660.00 10,064.000 20,128.00 (S) 228 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,140.00 3,147.000 9,441.00 (S) 229 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,740.00 2,415.000 4,830.00 (S) (BROKEN 3.66 M - 0.92 M) 230 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 125.00 134.000 134.00 (S) (BROKEN 5.18 M - 2.14 M) 231 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,560.00 382.000 764.00 (S) (BROKEN 11.00 M - 3.50 M) 232 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 76,500.00 95,504.690 95,504.69 (S) 233 PAINT PAVEMENT MARKING (2-COAT) M2 50.0000 400.00 32.500 1,625.00 (S) 234 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 11,500.00 12,850.000 12,850.00 (S) 235 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 23,730.00 8,806.000 26,418.00 (S) 236 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 237 SIGNAL AND LIGHTING (LOCATION 1) LS 65,000.0000 65,000.00 1.000 65,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 SIGNAL AND LIGHTING (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 (S) 239 SIGNAL AND LIGHTING (LOCATION 3) LS 225,000.0000 225,000.00 1.000 225,000.00 (S) 240 TEMPORARY LIGHTING LS 250,000.0000 250,000.00 1.000 250,000.00 (S) 241 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 1.000 225,000.00 (S) 242 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 1.000 700,000.00 (S) 243 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 244 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 35,000.00 762.000 38,100.00 (S) 245 TRAFFIC MONITORING STATION (LOCATION 1) LS 110,000.0000 110,000.00 0.000 0.00 (S) 246 TRAFFIC MONITORING STATION (LOCATION 2) LS 130,000.0000 130,000.00 1.000 130,000.00 (S) 247 TRAFFIC MONITORING STATION (LOCATION 3) LS 130,000.0000 130,000.00 1.000 130,000.00 (S) 248 TEMPORARY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 (S) 249 FIBER OPTIC COMMUNICATION SYSTEM LS 100,000.0000 1,100,000.00 1.000 1,100,000.00 (S) 250 RAMP METERING SYSTEM (LOCATION 1) LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 251 RAMP METERING SYSTEM (LOCATION 2) LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 252 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 253 TEMPORARY RAMP METERING SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 (S) (LOCATION 1) 254 TEMPORARY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (LOCATION 2) PROGRAM CAS145 PAGE 11 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:44 PM ESTIMATE NO. 40 BID OPENING 06/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,265.50 43,296,487.95 ADJUSTMENT OF COMPENSATION 78,349.64 -291,452.90 EXTRA WORK 46,463.92 2,622,577.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 140,079.06 45,627,612.55 255 MOBILIZATION LS 600,000.0000 4,600,000.00 1.000 4,600,000.00 ORIGINAL CONTRACT AMOUNT 47,420,115.00 TOTAL WORK COMPLETED 140,079.06 50,227,612.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -72,308.23 TOTAL 142,079.06 50,155,304.32 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/06/08 1000 10/20/08 09/30/08 06/28/12 876 39 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY JAVED, FARIDUN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/11