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 10/22/09 EST. NO.13 TIME 01:55 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 0091 1,780.34 E.W. @ F.A.(+) 091609 N 173 0 0092 14,431.41 083109 N 172 0 0093 836.30 092909 N 180 0 0094 421.34 100109 N 181 0 0095 1,075.44 100609 N 183 0 004 0007 1,557.62 E.W. @ F.A.(+) 042809 N 152 0 0009 4,811.77 080309 N 174 0 0010 3,557.68 080409 N 175 0 006 0039 103.06 E.W. @ F.A.(+) 090409 N 179 0 0040 193.15 100609 N 182 0 009 0017 757.65 E.W. @ F.A.(+) 092409 N 176 0 0018 277.38 092509 N 177 0 0019 118.80 021909 N 54.2 0 030 0008 1,725.00 A.C. @ L.S.(+) 081209 N 001 0 0009 862.50 101409 N 002 0 033 0001 16,388.67 A.C. @ L.S.(+) 081909 N 001 0 48,898.11 TOTAL THIS ESTIMATE 216,743.77 TOTAL PREVIOUS ESTIMATE 265,641.88 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 10/22/09 EST. NO.13 TIME 01:55 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 -1,065.00 -9,997.00 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -11,065.00 -19,997.00 PROGRAM CAS145 PAGE 1 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.500 12,500.00 02 TIME-RELATED OVERHEAD WDAY 1,426.0000 1,069,500.00 21.000 29,946.00 241.000 343,666.00 03 TEMPORARY FENCE (TYPE CL-1.22) M 30.0000 4,800.00 146.300 4,389.00 04 TEMPORARY FENCE (TYPE ESA) M 25.0000 1,175.00 39.500 987.50 05 JACKING SUPERSTRUCTURE, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000.00 1.000 150,000.00 06 JACKING SUPERSTRUCTURE, LOCATION B LS 90,000.0000 90,000.00 1.000 90,000.00 07 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.028 1,400.00 0.324 16,200.00 08 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 0.750 4,500.00 S) PREVENTION PLAN 09 TEMPORARY HYDRAULIC MULCH M2 0.5000 24,250.00 17,160.400 8,580.20 47,436.400 23,718.20 S) 10 TEMPORARY FIBER ROLL M 8.0000 45,520.00 1,120.400 8,963.20 4,038.860 32,310.88 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 6,000.00 4.000 6,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 45,000.00 6.670 33,350.00 13 TEMPORARY CHECK DAM M 50.0000 3,000.00 58.900 2,945.00 330.600 16,530.00 14 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 1.000 500.00 4.000 2,000.00 S) (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 18,000.00 23.000 6,900.00 16 TEMPORARY HYDRAULIC MULCH M2 1.2500 5,750.00 0.000 0.00 S) (BONDED FIBER MATRIX) 17 STREET SWEEPING LS 200,000.0000 200,000.00 0.028 5,600.00 0.293 58,600.00 18 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.053 1,590.00 0.293 8,790.00 19 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.011 1,100.00 0.541 54,100.00 S) 20 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.028 11,200.00 0.323 129,200.00 S) 21 TYPE III BARRICADE EA 80.0000 3,520.00 0.000 0.00 S) 22 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 8,050.00 76.820 2,688.70 S) PROGRAM CAS145 PAGE 2 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 50,100.00 0.000 0.00 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 9,500.00 0.000 0.00 S) (LEFT IN PLACE) 25 TRAFFIC PLASTIC DRUM EA 50.0000 21,000.00 112.000 5,600.00 S) 26 TEMPORARY PAVEMENT MARKER EA 4.0000 22,120.00 0.000 0.00 S) 27 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 91,000.00 0.364 2,548.00 4.195 29,365.00 S) 28 TEMPORARY RAILING (TYPE K) M 35.0000 497,000.00 4,946.900 173,141.50 29 TEMPORARY CRASH CUSHION MODULE EA 200.0000 54,000.00 121.000 24,200.00 S) 30 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,000.0000 150,000.00 15.000 90,000.00 S) 31 ABANDON CULVERT EA 2,500.0000 12,500.00 1.000 2,500.00 32 ABANDON IRRIGATION CROSSOVER EA 1,500.0000 37,500.00 13.000 19,500.00 33 REMOVE CHAIN LINK FENCE M 25.0000 19,000.00 595.800 14,895.00 34 REMOVE CABLE BARRIER M 9.0000 9,180.00 1,026.520 9,238.68 35 REMOVE METAL BEAM GUARD RAILING M 30.0000 17,400.00 340.100 10,203.00 36 REMOVE IRRIGATION FACILITY LS 25,000.0000 25,000.00 0.000 0.00 37 REMOVE TRAFFIC STRIPE AND PAVEMENT M 0.5000 23,300.00 10,980.200 5,490.10 S) MARKING 38 REMOVE ROADSIDE SIGN EA 200.0000 8,600.00 4.000 800.00 39 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 10.000 50,000.00 40 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,140.00 62.000 186.00 41 REMOVE CULVERT M 100.0000 31,000.00 153.750 15,375.00 42 REMOVE INLET EA 1,500.0000 10,500.00 3.000 4,500.00 43 REMOVE BASE AND SURFACING M3 15.0000 17,700.00 0.000 0.00 44 REMOVE DELINEATOR EA 15.0000 375.00 0.000 0.00 45 RESET ROADSIDE SIGN EA 300.0000 1,200.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN EA 350.0000 2,450.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 108,600.00 0.000 0.00 S) 48 REMOVE CONCRETE CURB M 25.0000 1,750.00 0.000 0.00 49 REMOVE CONCRETE SIDEWALK M 15.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (CHANNEL) M 30.0000 3,600.00 17.400 522.00 39.000 1,170.00 51 REMOVE CONCRETE BARRIER (TYPE K) M 8.0000 20,560.00 0.000 0.00 52 REMOVE CONCRETE BARRIER (TYPE 60) M 50.0000 17,500.00 488.000 24,400.00 53 CLEAN BRIDGE DECK M2 5.0000 14,750.00 0.000 0.00 54 ACCESS OPENING, SOFFIT EA 1,400.0000 44,800.00 0.000 0.00 55 CAP INLET EA 1,700.0000 3,400.00 0.000 0.00 56 REMOVE CRASH CUSHION EA 1,200.0000 1,200.00 0.000 0.00 57 BRIDGE REMOVAL LS 75,000.0000 75,000.00 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 0.620 21,700.00 59 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 0.340 11,900.00 60 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 0.650 42,250.00 61 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION E LS 30,000.0000 30,000.00 0.000 0.00 63 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 1.000 20,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION G LS 10,000.0000 10,000.00 0.000 0.00 65 CLEARING AND GRUBBING LS 185,000.0000 185,000.00 1.000 185,000.00 66 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.028 280.00 0.324 3,240.00 67 ROADWAY EXCAVATION M3 28.0000 1,268,400.00 168.992 4,731.78 14,777.129 413,759.61 68 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 76,200.00 2,402.000 72,060.00 F) 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 168,600.00 6,575.000 164,375.00 F) 70 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 20.0000 27,800.00 81.000 1,620.00 F) 71 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 140,400.00 359.000 28,720.00 1,079.000 86,320.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 38.0000 419,330.00 744.000 28,272.00 8,536.000 324,368.00 F) 73 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 100.0000 9,000.00 0.000 0.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 157,650.00 70.000 10,500.00 817.000 122,550.00 F) WALL) 75 SAND BACKFILL M3 100.0000 14,000.00 0.000 0.00 76 LEAN CONCRETE BACKFILL M3 150.0000 33,750.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRILLED HOLE (750 MM) M 200.0000 55,200.00 0.000 0.00 S) 78 DITCH EXCAVATION M3 15.0000 7,950.00 0.000 0.00 79 DRILLED HOLE (900 MM) M 250.0000 121,000.00 0.000 0.00 S) 80 STEEL SOLDIER PILE (W 310 X 39) M 85.0000 78,540.00 0.000 0.00 81 STEEL SOLDIER PILE (W 460 X 235) M 400.0000 16,800.00 0.000 0.00 82 STEEL SOLDIER PILE (W 460 X 97) M 180.0000 49,680.00 0.000 0.00 83 EMBANKMENT M3 5.0000 268,500.00 2,602.797 13,013.99 40,130.523 200,652.62 84 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 S) 85 IMPORTED TOPSOIL M3 65.0000 14,950.00 0.000 0.00 86 EROSION CONTROL (BIOFILTRATION) M2 18.0000 9,720.00 242.000 4,356.00 242.000 4,356.00 S) 87 EROSION CONTROL (TYPE D) M2 2.0000 120,200.00 12,904.000 25,808.00 12,904.000 25,808.00 S) 88 EROSION CONTROL (HYDRAULIC MATRIX) M2 2.0000 22,800.00 3,771.000 7,542.00 3,771.000 7,542.00 S) 89 FIBER ROLLS M 8.5000 35,445.00 2,606.100 22,151.85 2,606.100 22,151.85 90 COMPOST, INCORPORATE M2 8.0000 41,600.00 2,229.000 17,832.00 2,229.000 17,832.00 S) 91 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 1.000 500.00 S) 92 MAINTAIN EXISTING PLANTED AREAS LS 50,000.0000 50,000.00 0.028 1,400.00 0.324 16,200.00 S) 93 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 94 MAINTAIN EXISTING IRRIGATION FACILITIES LS 50,000.0000 50,000.00 0.267 13,350.00 0.324 16,200.00 S) 95 TRUCK WATERING LS 20,000.0000 20,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 120,000.0000 120,000.00 0.066 7,920.00 S) 97 NPS 4 SUPPLY LINE (BRIDGE) M 200.0000 118,800.00 277.100 55,420.00 98 WATER METER EA 15,000.0000 75,000.00 0.000 0.00 99 200 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 00 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 69,000.00 0.000 0.00 (6.35 MM THICK) 01 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0.00 02 CLASS 2 AGGREGATE BASE M3 35.0000 563,500.00 3,532.811 123,648.39 3,532.811 123,648.39 03 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 12,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,250.0000 8,750.00 0.000 0.00 05 ASPHALT CONCRETE (TYPE A) TONN 110.0000 748,000.00 146.840 16,152.40 793.630 87,299.30 06 ASPHALT CONCRETE BASE (TYPE A) TONN 100.0000 1,820,000.00 1,614.520 161,452.00 1,614.520 161,452.00 07 PLACE ASPHALT CONCRETE DIKE M 9.0000 18,270.00 0.000 0.00 08 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 350.0000 1,225.00 0.000 0.00 AREA) 09 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,250.0000 3,750.00 0.000 0.00 10 CONCRETE PAVEMENT M3 300.0000 3,420,000.00 0.000 0.00 11 CONCRETE PAVEMENT M3 600.0000 522,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 12 CONCRETE PAVEMENT M3 350.0000 962,500.00 0.000 0.00 (EARLY STRENGTH CONCRETE) 13 SEAL PAVEMENT JOINT M 7.0000 128,800.00 0.000 0.00 14 SEAL LONGITUDINAL ISOLATION JOINT M 28.0000 100,800.00 0.000 0.00 15 REPAIR SPALLED JOINTS M2 900.0000 45,000.00 0.000 0.00 16 GRIND EXISTING CONCRETE M2 7.0000 303,800.00 0.000 0.00 S) PAVEMENT 17 FURNISH STEEL PILING (HP 250 X 85) M 200.0000 371,600.00 1,184.220 236,844.00 18 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 247,500.00 116.000 174,000.00 S) 19 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 705,000.00 891.776 668,832.00 S) PILING 20 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 18,000.0000 648,000.00 35.500 639,000.00 S) PILING 21 PRESTRESSING CAST-IN-PLACE CONCRETE LS 675,000.0000 675,000.00 0.749 505,575.00 S) 22 POST-TENSION PRECAST GIRDER LS 40,000.0000 40,000.00 1.000 40,000.00 S) 23 PRESTRESSING (TRANSVERSE) LS 30,000.0000 30,000.00 0.000 0.00 S) 24 TIEBACK ANCHOR EA 2,100.0000 218,400.00 0.000 0.00 S) 25 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 220,500.00 584.730 204,655.50 F) 26 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 4,306,500.00 22.000 19,800.00 3,210.388 2,889,349.20 F) 27 STRUCTURAL CONCRETE, RETAINING WALL M3 1,100.0000 401,500.00 0.000 0.00 F) 28 STRUCTURAL CONCRETE, BARRIER SLAB M3 550.0000 173,250.00 0.000 0.00 F) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 84,000.00 0.000 0.00 F) (TYPE EQ) 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 305,600.00 32.400 25,920.00 175.680 140,544.00 F) (TYPE N) PROGRAM CAS145 PAGE 6 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 319,000.00 0.000 0.00 (TYPE R) 32 CLASS 2 CONCRETE (HEADWALL) M3 1,500.0000 3,900.00 1.860 2,790.00 33 CLASS 3 CONCRETE (BACKFILL) M3 150.0000 28,350.00 0.000 0.00 F) 34 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 400.00 13.000 2,600.00 13.000 2,600.00 35 CLASS 1 CONCRETE (RETAINING WALL) M3 550.0000 2,261,050.00 4,111.680 2,261,424.00 F) 36 CLASS 1 CONCRETE (BACKFILL) M3 200.0000 4,400.00 0.000 0.00 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 457,200.00 11.170 20,106.00 61.610 110,898.00 F) 38 PAVING NOTCH EXTENSION M3 2,500.0000 9,750.00 0.000 0.00 39 DIAPHRAGM BOLSTER EA 1,200.0000 38,400.00 0.000 0.00 40 ARCHITECTURAL SURFACE (BARRIER) M2 20.0000 40,940.00 81.000 1,620.00 94.000 1,880.00 F) 41 SWIRLED PLASTER TEXTURE M2 50.0000 275,950.00 4,615.784 230,789.20 F) 42 DRILL AND BOND DOWEL M 80.0000 27,120.00 120.940 9,675.20 43 CLEAN EXPANSION JOINT M 150.0000 10,500.00 0.000 0.00 44 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 96,000.00 3.000 96,000.00 S) GIRDER (25 M - 30 M) 45 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,000.0000 108,000.00 3.000 108,000.00 S) GIRDER (30 M - 35 M) 46 ERECT PRECAST PRESTRESSED CONCRETE EA 8,000.0000 48,000.00 6.000 48,000.00 S) GIRDER 47 REFINISH BRIDGE DECK M2 300.0000 9,600.00 0.000 0.00 48 CORE CONCRETE (101 MM - 150 MM) M 900.0000 13,500.00 0.000 0.00 S) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 50 JOINT SEAL (MR 40 MM) M 250.0000 88,250.00 0.000 0.00 S) 51 JOINT SEAL (MR 50 MM) M 300.0000 13,200.00 0.000 0.00 S) 52 BAR REINFORCING STEEL (BRIDGE) KG 2.7500 2,246,750.00 585,100.000 1,609,025.00 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 1,033,914.00 305,043.000 915,129.00 SF) 54 HEADED BAR REINFORCEMENT EA 25.0000 7,675.00 307.000 7,675.00 SF) 55 SHOTCRETE M3 900.0000 36,000.00 0.000 0.00 F) 56 TREAT BRIDGE DECK M2 4.0000 11,800.00 0.000 0.00 F) 57 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 33,500.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SIGN STRUCTURE (TUBULAR) KG 15.0000 1,921,500.00 22,094.750 331,421.25 59 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 128,100.00 0.000 0.00 S) 60 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 42,000.00 539.322 7,550.51 61 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 6,000.00 0.000 0.00 S) 62 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 64,000.00 0.000 0.00 WITHOUT WALKWAY) 63 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 10,000.00 0.000 0.00 S) WITHOUT WALKWAY) 64 FURNISH LAMINATED PANEL SIGN M2 250.0000 87,500.00 0.000 0.00 (25.4 MM-TYPE A) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,750.00 0.000 0.00 (1.6 MM-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,600.00 0.000 0.00 (2.0 MM-UNFRAMED) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 2,100.00 0.000 0.00 (1.6 MM-FRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 6,000.00 0.000 0.00 (2.0 MM-FRAMED) 69 1524 MM CAST-IN-DRILLED-HOLE M 2,450.0000 392,000.00 20.200 49,490.00 20.200 49,490.00 S) CONCRETE PILE (SIGN FOUNDATION) 70 METAL (RAIL MOUNTED SIGN) KG 35.0000 35,000.00 0.000 0.00 71 ROADSIDE SIGN - WEED CONTROL MAT EA 150.0000 900.00 0.000 0.00 72 ROADSIDE SIGN - ONE POST EA 500.0000 20,500.00 0.000 0.00 73 ROADSIDE SIGN - TWO POST EA 1,500.0000 7,500.00 0.000 0.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 2,400.00 0.000 0.00 METHOD) 75 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,600.00 0.000 0.00 EXISTING POST 76 INSTALL SIGN PANEL ON EXISTING M2 300.0000 10,200.00 0.000 0.00 S) STRUCTURE 77 TIMBER LAGGING M3 1,700.0000 127,500.00 0.000 0.00 F) 78 450 MM ALTERNATIVE PIPE CULVERT M 700.0000 10,500.00 16.500 11,550.00 79 450 MM REINFORCED CONCRETE PIPE M 175.0000 309,750.00 1.220 213.50 369.060 64,585.50 80 600 MM REINFORCED CONCRETE PIPE M 250.0000 102,500.00 34.810 8,702.50 81 900 MM REINFORCED CONCRETE PIPE M 350.0000 140,000.00 139.780 48,923.00 322.690 112,941.50 82 FLAP GATE EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 83 150 MM PLASTIC PIPE M 150.0000 6,000.00 0.000 0.00 84 300 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 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 59,500.00 57.676 20,186.60 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 86 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 21,000.00 15.620 4,686.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 87 600 MM ALTERNATIVE PIPE DOWNDRAIN M 600.0000 3,000.00 0.000 0.00 88 GRATED LINE DRAIN M 500.0000 3,000.00 0.000 0.00 89 WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 14,000.00 8.700 1,740.00 32.100 6,420.00 90 BLOWOFF ASSEMBLY EA 5,000.0000 5,000.00 0.000 0.00 91 250 MM WATER MAIN M 1,700.0000 15,300.00 0.000 0.00 92 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 3,200.00 0.000 0.00 93 900 MM PRECAST CONCRETE PIPE RISER M 600.0000 21,000.00 4.000 2,400.00 17.800 10,680.00 94 ROCK SLOPE PROTECTION M3 1,000.0000 24,000.00 4.640 4,640.00 8.620 8,620.00 (FACING, METHOD B) 95 SLOPE PAVING (CONCRETE) M3 900.0000 233,100.00 0.000 0.00 F) 96 SLOPE PAVING (MASONRY BLOCK) M2 150.0000 537,000.00 0.000 0.00 F) 97 SLOPE PAVING (ROCK COBBLE) M2 150.0000 242,250.00 0.000 0.00 F) 98 MINOR CONCRETE (DITCH LINING) M3 500.0000 60,000.00 1.300 650.00 2.600 1,300.00 99 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,380.00 20.800 312.00 35.800 537.00 00 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 70,000.00 0.000 0.00 CONSTRUCTION) 01 MINOR CONCRETE (GUTTER) M 250.0000 8,000.00 0.000 0.00 F) 02 MINOR CONCRETE (TEXTURED PAVING) M2 90.0000 126,900.00 0.000 0.00 03 MISCELLANEOUS IRON AND STEEL KG 7.0000 119,056.00 285.000 1,995.00 285.000 1,995.00 SF) 04 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 22,800.00 690.000 10,350.00 SF) 05 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 96,800.00 2,938.000 58,760.00 SF) 06 CHAIN LINK FENCE (TYPE CL-1.8) M 85.0000 24,650.00 0.000 0.00 S) 07 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 6,000.00 0.000 0.00 S) 08 DELINEATOR (CLASS 1) EA 50.0000 4,700.00 0.000 0.00 09 MILEPOST MARKER EA 100.0000 600.00 0.000 0.00 10 GUARD RAILING DELINEATOR EA 30.0000 1,380.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 METAL BEAM GUARD RAILING M 90.0000 33,300.00 0.000 0.00 S) 12 CONCRETE BARRIER (TYPE A) M 200.0000 52,800.00 0.000 0.00 F) 13 CABLE RAILING M 95.0000 2,945.00 0.000 0.00 SF) 14 TRANSITION RAILING (TYPE WB) EA 4,000.0000 20,000.00 0.000 0.00 S) 15 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 2,700.00 0.000 0.00 S) 16 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 15,000.00 0.000 0.00 S) 17 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 150,000.00 0.000 0.00 S) 18 CRASH CUSHION (ALTERNATIVE) EA 30,000.0000 60,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60) M 220.0000 479,600.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60C) M 300.0000 93,000.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 101,700.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 736) M 150.0000 22,500.00 0.000 0.00 F) 23 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 203,700.00 148.200 25,935.00 148.200 25,935.00 F) 24 CONCRETE BARRIER M 175.0000 409,500.00 24.383 4,267.03 (TYPE 736A MODIFIED) 25 CONCRETE BARRIER M 350.0000 224,000.00 157.000 54,950.00 157.000 54,950.00 (TYPE 736B MODIFIED) 26 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 7,200.00 0.000 0.00 S) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,660.00 0.000 0.00 S) 28 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,140.00 0.000 0.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,740.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 30 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 125.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 31 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,560.00 0.000 0.00 S) (BROKEN 11.00 M - 3.50 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 76,500.00 25,376.000 25,376.00 S) 33 PAINT PAVEMENT MARKING (2-COAT) M2 50.0000 400.00 0.000 0.00 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 11,500.00 3,293.000 3,293.00 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 23,730.00 1,723.000 5,169.00 S) 36 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 37 SIGNAL AND LIGHTING (LOCATION 1) LS 65,000.0000 65,000.00 0.078 5,070.00 S) PROGRAM CAS145 PAGE 10 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 SIGNAL AND LIGHTING (LOCATION 2) LS 65,000.0000 65,000.00 0.000 0.00 S) 39 SIGNAL AND LIGHTING (LOCATION 3) LS 225,000.0000 225,000.00 0.040 9,000.00 S) 40 TEMPORARY LIGHTING LS 250,000.0000 250,000.00 0.979 244,750.00 S) 41 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.024 5,400.00 S) 42 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.061 42,700.00 0.119 83,300.00 S) 43 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.000 0.00 S) 44 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 35,000.00 88.000 4,400.00 161.000 8,050.00 S) 45 TRAFFIC MONITORING STATION (LOCATION 1) LS 110,000.0000 110,000.00 0.000 0.00 S) 46 TRAFFIC MONITORING STATION (LOCATION 2) LS 130,000.0000 130,000.00 0.000 0.00 S) 47 TRAFFIC MONITORING STATION (LOCATION 3) LS 130,000.0000 130,000.00 0.092 11,960.00 S) 48 TEMPORARY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 S) 49 FIBER OPTIC COMMUNICATION SYSTEM LS 1100,000.0000 1,100,000.00 0.007 7,700.00 0.120 132,000.00 S) 50 RAMP METERING SYSTEM (LOCATION 1) LS 45,000.0000 45,000.00 0.000 0.00 S) 51 RAMP METERING SYSTEM (LOCATION 2) LS 45,000.0000 45,000.00 0.068 3,060.00 S) 52 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.148 7,400.00 S) 53 TEMPORARY RAMP METERING SYSTEM LS 65,000.0000 65,000.00 0.731 47,515.00 S) (LOCATION 1) 54 TEMPORARY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) (LOCATION 2) PROGRAM CAS145 PAGE 11 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 01:55 PM ESTIMATE NO. 13 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 10/20/09 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,024,699.31 16,060,875.32 ADJUSTMENT OF COMPENSATION 18,976.17 93,437.74 EXTRA WORK 29,921.94 172,204.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,073,597.42 16,326,517.20 55 MOBILIZATION LS 4600,000.0000 4,600,000.00 0.950 4,370,000.00 ORIGINAL CONTRACT AMOUNT 47,420,115.00 TOTAL WORK COMPLETED 1,073,597.42 20,696,517.20 MATERIALS ON HAND ON SITE 894,465.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,065.00 -19,997.00 TOTAL 1,062,532.42 21,570,985.98 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 11/09/12 243 26 0 0 43% 32% PROGRESS IS SATISFACTORY JAVED, FARIDUN RESIDENT ENGINEER PROGRAM CAS145 PAGE 15 DATE 10/22/09