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 12/22/10 EST. NO.37 TIME 10:43 AM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0015 4,302.22 E.W. @ F.A.(+) 040309 N 0366.2 0016 3,521.16 040609 N 0368.4 0019 1,249.28 040609 N 0368.3 020 0052 500.35 E.W. @ F.A.(+) 072310 N 1014.0 064 0001 941.98 E.W. @ F.A.(+) 050709 N 0526.0 0002 542.09 060809 N 0527.0 0003 593.40 051909 N 0585.0 125 0002 3,229.77 E.W. @ F.A.(+) 071210 N 1015.0 143 0002 157,000.00 A.C. @ L.S.(+) 121610 N 002A 0 171,880.25 TOTAL THIS ESTIMATE 3,722,281.05 TOTAL PREVIOUS ESTIMATE 3,894,161.30 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 12/22/10 EST. NO.37 TIME 10:43 AM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMITTAL CPM -16,455.34 01 NON-SUBMITTAL CPM 16,455.34 02 NO APPROVED CPM -704,157.69 04 REJ TEMP RAIL TYPE K -13,627.80 04 PROGRESS SCHEDULE -869,804.69 05 SURVEY RESTAKE -1,020.00 05 ELECT COST BREAKDOWN -969,402.80 06 SURVEY STAKING 1,020.00 06 NO APPROVED CPM 704,157.69 07 PROGRESS SCHEDULE 869,804.69 07 ELECT COST BREAKDOWN 969,402.80 08 CLASS I FINISH BARR -8,698.04 10 CPM 553,962.10 10 MISALIGN FRONT PNLS -12,805.44 10 PERFORMANCE FAILURE -1,548,703.70 10 CPM CORRECTION -553,962.10 11 PERFORMANCE FAILURE 1,548,703.70 11 CONCOMP AGG./PCCP -696.07 14 25% FOR SWPPP -720,184.31 14 25% FOR SWPPP 720,184.31 15 25% PAVEMT ITEM 101 -107,830.32 17 CLASS I FINISH BARR 6,698.04 22 25% PAVEMT ITEM 101 107,830.32 22 REJ TEMP RAIL TYPE K 13,627.80 27 0.00 -15,501.51 LABOR COMPLIANCE VIOLATION O/S PRS MARCH 08 -10,000.00 03 O/S PRS APR -10,000.00 04 PRS RECD MARCH 10,000.00 04 O/S PRS JUNE -10,000.00 06 O/S PRS JULY -10,000.00 08 O/S PRS AUG -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS SEPT 08 -10,000.00 10 O/S PRS OCT -10,000.00 11 PRS RECD APRIL 10,000.00 12 PRS RECD JULY 10,000.00 13 PRS RECD SEPT 10,000.00 13 PRS REVD AUG 10,000.00 13 O/S PRS JAN -10,000.00 14 PRS RECD OCT 10,000.00 14 O/S PRS FEB 09 -10,000.00 16 PRS RECD JAN 09 10,000.00 16 PRS RECD FEB 09 10,000.00 17 O/S PRS APRIL -10,000.00 18 O/S PRS MAY -10,000.00 19 PRTL PRS RECD APRIL 7,000.00 19 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 12/22/10 EST. NO.37 TIME 10:43 AM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS JUNE -10,000.00 20 PRS RECD APRIL 3,000.00 20 PRTL PRS RECD MAY 5,000.00 20 PRS RECD JUNE 09 10,000.00 21 O/S PS AUG 09 -10,000.00 22 PRTL PRS MAY 3,000.00 23 PRTL PRS AUG 8,000.00 23 O/S PRS OCT -10,000.00 24 PRS RECD MAY 2,000.00 24 O/S PRS NOV 09 -2,000.00 25 PRS RECD AUG 2,000.00 25 PRTL PRS OCT 5,000.00 25 O/S PRS DEC -3,000.00 26 PRS RECD NOV 2,000.00 26 PRTL PRS RECD OCT 2,000.00 26 O/S PRS JAN -1,000.00 27 PRTL PRS RECD OCT 1,500.00 27 O/S PRS FEB -2,000.00 28 PRS RECD OCT 09 1,500.00 28 PRS RECD DEC 09 3,000.00 28 O/S PRS MARCH -1,000.00 29 PRS RECD JAN 1,000.00 29 PRTL PRS FEB 1,000.00 29 O/S PRS APRIL -10,000.00 30 PRS RECD FEB 1,000.00 30 PRS RECD MARCH 1,000.00 30 O/S PRS MAY -10,000.00 31 PRTL PRS RECD APR 7,000.00 31 O/S PRS JUNE -2,000.00 32 PRS RECD APRIL 3,000.00 32 PRTL PRS MAY 7,000.00 32 O/S PRS JULY -4,000.00 33 PRS RECD MAY 3,000.00 33 PRS RECD JUNE 2,000.00 33 O/S PRS AUG -5,000.00 34 PRTL PRS JULY 3,000.00 34 O/S PRS SEPT -10,000.00 35 O/S PRS OCT -3,000.00 36 PRTL PRS SEPT 5,000.00 36 O/S PRS NOV -10,000.00 37 PRTL PRS RECD SEPT 1,000.00 37 -9,000.00 -23,000.00 TOTAL DEDUCTIONS -9,000.00 -38,501.51 PROGRAM CAS145 PAGE 1 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 LOCATION PROGRESS ESTIMATE 11-SD-15-M16.0/M19.3 ----------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 10050 BLACK MOUNTAIN ROAD FROM MIRA MESA BOULEVARD SAN DIEGO CA 92126 UNDERCROSSING TO 0.3 KM SOUTH OF ROUTE 56/15 SEPARATION OVERCROSSING FED. AID NO. N O N E 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 12,500.0000 12,500.00 0.250 3,125.00 02 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 19.000 83,600.00 693.000 3,049,200.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 80.0000 17,600.00 197.000 15,760.00 04 TEMPORARY FENCE (TYPE ESA) M 12.0000 5,040.00 293.110 3,517.32 05 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.026 3,900.00 0.903 135,450.00 06 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.011 5.50 0.861 430.50 S) PREVENTION PLAN 07 TEMPORARY HYDRAULIC MULCH M2 0.3000 10,380.00 16,300.000 4,890.00 21,300.000 6,390.00 08 TEMPORARY FIBER ROLL M 8.0000 352,800.00 850.000 6,800.00 12,402.690 99,221.52 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,500.0000 99,000.00 39.000 214,500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 110,000.00 19.000 95,000.00 11 TEMPORARY CHECK DAM M 92.0000 7,360.00 450.700 41,464.40 12 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 3.000 1,500.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 47,500.00 85.000 21,250.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8500 63,665.00 47,795.000 40,625.75 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 250,000.0000 250,000.00 0.026 6,500.00 0.903 225,750.00 16 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.011 495.00 0.761 34,245.00 S) 17 TRAFFIC CONTROL SYSTEM LS 1250,000.0000 1,250,000.00 0.026 32,500.00 0.903 1,128,750.00 S) 18 TYPE II BARRICADE EA 32.0000 1,152.00 9.000 288.00 S) 19 BARRICADE (LEFT IN PLACE) EA 80.0000 3,600.00 0.000 0.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 3,900.00 373.810 11,214.30 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 13,600.00 4,193.700 4,193.70 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 17,000.00 0.000 0.00 S) (LEFT IN PLACE) PROGRAM CAS145 PAGE 2 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 40.0000 13,600.00 384.000 15,360.00 S) 24 TEMPORARY PAVEMENT MARKER EA 5.0000 14,850.00 325.000 1,625.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,500.0000 162,000.00 0.312 4,212.00 10.812 145,962.00 S) 26 TEMPORARY RAILING (TYPE K) M 18.0000 446,400.00 21,668.100 390,025.80 S) 27 TEMPORARY CRASH CUSHION MODULE EA 250.0000 157,500.00 299.000 74,750.00 S) 28 ABANDON CULVERT EA 1,286.0000 14,146.00 9.000 11,574.00 29 ABANDON IRRIGATION CROSSOVER EA 1,200.0000 25,200.00 2.000 2,400.00 30 REMOVE CHAIN LINK FENCE M 28.0000 5,600.00 108.300 3,032.40 31 REMOVE METAL BEAM GUARD RAILING M 22.0000 19,800.00 879.650 19,352.30 32 REMOVE DOUBLE METAL BEAM BARRIER M 30.0000 600.00 19.000 570.00 33 REMOVE TRAFFIC STRIPE M 1.6000 96,480.00 64,366.580 102,986.53 S) 34 REMOVE PAVEMENT MARKING M2 33.0000 1,914.00 182.190 6,012.27 35 REMOVE ROADSIDE SIGN EA 125.0000 1,250.00 62.000 7,750.00 36 REMOVE SIGN STRUCTURE EA 4,500.0000 40,500.00 9.000 40,500.00 37 REMOVE CULVERT M 70.0000 51,800.00 649.310 45,451.70 38 REMOVE INLET EA 1,100.0000 50,600.00 38.000 41,800.00 39 REMOVE DOWNDRAIN M 71.0000 5,396.00 104.970 7,452.87 40 REMOVE RETAINING WALL (PORTION) M 45.0000 99,000.00 1,772.800 79,776.00 41 REMOVE SLOPE PAVING LS 4,300.0000 4,300.00 0.600 2,580.00 42 REMOVE CONCRETE DECK SURFACE M2 68.0000 31,280.00 0.000 0.00 43 REMOVE POP-UP EA 566.0000 11,886.00 0.000 0.00 44 RESET ROADSIDE SIGN EA 175.0000 4,725.00 0.000 0.00 45 RELOCATE ROADSIDE SIGN EA 175.0000 1,750.00 0.000 0.00 46 MODIFY INLET EA 3,000.0000 12,000.00 6.000 18,000.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 49,200.00 12,154.710 36,464.13 S) 48 REMOVE CONCRETE BARRIER (TYPE 60E) M 108.0000 5,400.00 50.000 5,400.00 49 REMOVE CONCRETE CURB AND SIDEWALK M 17.0000 14,450.00 837.800 14,242.60 PROGRAM CAS145 PAGE 3 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 14.0000 65,240.00 5,377.170 75,280.38 51 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 20,680.00 0.000 0.00 52 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 15,250.00 200.000 5,000.00 53 CLEAN BRIDGE DECK M2 6.0000 41,580.00 0.000 0.00 54 ACCESS OPENING, SOFFIT EA 1,500.0000 3,000.00 0.000 0.00 55 SHATTER CONCRETE M2 3.0000 7,470.00 2,434.000 7,302.00 56 CAP INLET EA 1,600.0000 33,600.00 21.000 33,600.00 57 REMOVE CRASH CUSHION (9CBB) EA 3,465.0000 3,465.00 1.000 3,465.00 58 REMOVE CRASH CUSHION (G.R.E.A.T.) EA 2,460.0000 9,840.00 2.000 4,920.00 59 BRIDGE REMOVAL LS 450,000.0000 450,000.00 1.000 450,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,000.0000 8,000.00 0.750 6,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 1.000 24,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,000.0000 5,000.00 1.000 5,000.00 64 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 65 ROADWAY EXCAVATION M3 12.0000 3,420,000.00 266,953.260 3,203,439.12 66 ROCK STAINING M2 1.0000 50,000.00 0.000 0.00 67 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 94,875.00 1,200.000 90,000.00 F) 68 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 2,514,900.00 40,042.192 2,402,531.52 69 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 65.0000 29,250.00 0.000 0.00 F) 70 STRUCTURE EXCAVATION, TEMPORARY TIEBACK M3 144.0000 14,400.00 110.000 15,840.00 F) WALL 71 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 86,000.00 441.560 44,156.00 F) 72 STRUCTURE BACKFILL M3 130.0000 78,000.00 0.000 0.00 (LIGHTWEIGHT, RETAINING WALL) 73 STRUCTURE BACKFILL (RETAINING WALL) M3 77.0000 3,344,880.00 39,347.265 3,029,739.41 74 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 600.0000 3,000.00 0.000 0.00 F) 75 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 170,200.00 1,692.000 169,200.00 WALL) 76 SAND BACKFILL M3 168.0000 10,584.00 55.690 9,355.92 PROGRAM CAS145 PAGE 4 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAN CONCRETE BACKFILL M3 208.0000 9,360.00 0.000 0.00 F) 78 760 MM DRILLED HOLE M 1,075.0000 376,250.00 0.000 0.00 79 DITCH EXCAVATION M3 50.0000 10,000.00 193.400 9,670.00 80 STEEL SOLDIER PILE (HP360 X 174) M 290.0000 100,050.00 0.000 0.00 81 EROSION CONTROL (BLANKET) M2 5.0000 25,500.00 0.000 0.00 82 EROSION CONTROL (BIOFILTRATION) M2 23.0000 7,130.00 310.000 7,130.00 83 EROSION CONTROL (TYPE D) M2 1.1000 149,600.00 2,100.000 2,310.00 65,100.000 71,610.00 S) 84 FIBER ROLLS M 8.0000 42,480.00 11,172.550 89,380.40 85 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 5.000 2,500.00 S) 86 IRRIGATION SYSTEM LS 65,000.0000 65,000.00 0.155 10,075.00 S) 87 NPS 4 SUPPLY LINE (BRIDGE) M 245.0000 76,195.00 212.300 52,013.50 88 250 MM CORRUGATED HIGH DENSITY M 350.0000 34,650.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 89 250 MM WELDED STEEL PIPE CONDUIT M 650.0000 50,050.00 0.000 0.00 (6.35 MM THICK) 90 EXTEND 250 MM CONDUIT M 3,900.0000 7,800.00 0.000 0.00 91 TRUCK WATERING LS 53,000.0000 53,000.00 0.000 0.00 92 CLASS 2 AGGREGATE BASE M3 37.0000 1,361,600.00 35,304.670 1,306,272.79 93 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 4,200.00 0.000 0.00 94 ASPHALT TREATED PERMEABLE BASE M3 200.0000 52,000.00 250.810 50,162.00 95 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 9,000.00 2.043 2,043.00 96 ASPHALT CONCRETE (TYPE A) TONN 95.0000 1,387,000.00 14,268.486 1,355,506.17 97 ASPHALT CONCRETE BASE (TYPE A) TONN 90.0000 2,871,000.00 -34.520 -3,106.80 21,435.863 1,929,227.67 98 PLACE ASPHALT CONCRETE DIKE M 7.0000 28,280.00 4,005.700 28,039.90 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 12,320.00 313.000 5,008.00 AREA) 00 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 7,000.00 0.000 0.00 01 CONCRETE PAVEMENT M3 230.0000 5,842,000.00 960.170 220,839.10 16,825.942 3,869,966.66 02 REPLACE CONCRETE PAVEMENT M3 1,400.0000 126,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 03 SEAL PAVEMENT JOINT M 8.0000 281,600.00 11,717.050 93,736.40 PROGRAM CAS145 PAGE 5 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SEAL LONGITUDINAL ISOLATION JOINT M 25.0000 208,750.00 3,362.480 84,062.00 05 TIE BAR (DRILL AND BOND) EA 28.0000 2,660.00 0.000 0.00 06 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 7.0000 37,940.00 0.000 0.00 07 GRIND EXISTING CONCRETE M2 5.0000 42,000.00 4,547.000 22,735.00 PAVEMENT 08 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 19,000.0000 1,558,000.00 81.085 1,540,615.00 S) PILING 09 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 26,000.0000 1,118,000.00 45.115 1,172,990.00 S) PILING (ROCK SOCKET) 10 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.550 110,000.00 S) 11 TEMPORARY TIEBACK ANCHOR EA 2,000.0000 94,000.00 47.000 94,000.00 S) 12 STRUCTURAL CONCRETE (CIP WALL FACE) M3 851.0000 59,570.00 0.000 0.00 F) 13 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 78,750.00 225.000 78,750.00 F) 14 STRUCTURAL CONCRETE, DECK OVERLAY M3 550.0000 134,750.00 0.000 0.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 2,350,250.00 180.600 153,510.00 2,367.017 2,011,964.45 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 395.0000 5,802,550.00 14,313.291 5,653,749.95 17 STRUCTURAL CONCRETE, BARRIER SLAB M3 618.0000 179,220.00 0.000 0.00 F) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 176,400.00 164.000 118,080.00 F) (TYPE N) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 60,500.00 0.000 0.00 (TYPE R) 20 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 40,000.00 57.510 46,008.00 F) (TYPE N MODIFIED) 21 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,100.0000 42,000.00 31.240 65,604.00 22 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 11,000.00 55.000 11,000.00 F) 23 CLASS 1 CONCRETE (BACKFILL) M3 230.0000 23,000.00 0.000 0.00 F) 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 304,000.00 117.928 224,063.20 25 ARCHITECTURAL SURFACE (BARRIER) M2 37.0000 50,579.00 1,060.000 39,220.00 F) 26 SWIRLED PLASTER TEXTURE M2 22.0000 251,680.00 11,061.750 243,358.50 27 FRACTURED RIB TEXTURE M2 150.0000 31,500.00 200.000 30,000.00 F) 28 RIPPED TEXTURE (ROPE) M2 44.0000 4,840.00 99.000 4,356.00 F) 29 DRILL AND BOND DOWEL M 100.0000 1,100.00 14.600 1,460.00 30 CLEAN EXPANSION JOINT M 70.0000 12,110.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 REFINISH BRIDGE DECK M2 280.0000 15,400.00 25.000 7,000.00 F) 32 FURNISH POLYESTER CONCRETE OVERLAY M3 4,300.0000 25,800.00 0.000 0.00 33 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 17,000.00 0.000 0.00 F) 34 CORE CONCRETE (51 MM - 100 MM) M 850.0000 1,700.00 0.000 0.00 S) 35 CORE CONCRETE (151 MM - 200 MM) M 425.0000 2,550.00 0.000 0.00 S) 36 CORE CONCRETE (251 MM - 300 MM) M 850.0000 2,550.00 0.000 0.00 S) 37 CORE CONCRETE (351 MM - 400 MM) M 1,000.0000 2,000.00 0.355 355.00 S) 38 SOUND WALL (MASONRY BLOCK) M2 250.0000 360,000.00 1,440.000 360,000.00 SF) 39 JOINT SEAL (MR 30 MM) M 120.0000 2,400.00 25.000 3,000.00 S) 40 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 40,300.00 27.200 17,680.00 S) 41 JOINT SEAL (MR 50 MM) M 250.0000 48,250.00 0.000 0.00 S) 42 BAR REINFORCING STEEL (CIP WALL FACE) KG 3.0000 21,000.00 0.000 0.00 SF) 43 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 782,170.00 53,766.000 91,402.20 430,106.403 731,180.89 SF) 44 BAR REINFORCING STEEL (RETAINING WALL) KG 1.9000 2,200,200.00 1,125,072.950 2,137,638.61 S) 45 TEMPORARY SHOTCRETE M3 500.0000 30,000.00 60.000 30,000.00 S) 46 TREAT BRIDGE DECK M2 1.5000 10,395.00 0.000 0.00 F) 47 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 63,000.00 0.000 0.00 48 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.0000 91,000.00 0.000 0.00 WITH WALKWAY) 49 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 70,000.00 0.000 0.00 S) WITH WALKWAY) 50 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 1,690,000.00 50,805.000 508,050.00 50,805.000 508,050.00 51 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 169,000.00 50,805.000 50,805.00 50,805.000 50,805.00 S) 52 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 25,000.00 5,430.000 54,300.00 5,430.000 54,300.00 53 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 2,500.00 0.000 0.00 S) 54 FURNISH SIGN STRUCTURE (TRUSS) KG 9.5000 427,500.00 18,812.000 178,714.00 18,812.000 178,714.00 55 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,000.00 18,812.000 18,812.00 18,812.000 18,812.00 S) 56 FURNISH LAMINATED PANEL SIGN M2 18.0000 4,320.00 281.000 5,058.00 281.000 5,058.00 (25.4 MM-TYPE A) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 2,760.00 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 1,125.00 0.000 0.00 (2.0 MM-UNFRAMED) 59 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 2,400.00 0.000 0.00 (1.6 MM-FRAMED) 60 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 1,650.00 0.000 0.00 (2.0 MM-FRAMED) 61 920 MM CAST-IN-DRILLED-HOLE M 3,000.0000 15,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 62 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 396,000.00 103.720 311,160.00 S) CONCRETE PILE (SIGN FOUNDATION) 63 METAL (RAIL MOUNTED SIGN) KG 30.0000 33,000.00 0.000 0.00 64 ROADSIDE SIGN - ONE POST EA 400.0000 6,800.00 0.000 0.00 65 ROADSIDE SIGN - TWO POST EA 500.0000 2,500.00 0.000 0.00 66 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 30.0000 210.00 0.000 0.00 METHOD) 67 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 50.0000 7,000.00 0.000 0.00 S) 68 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 28,000.00 0.000 0.00 S) EXISTING POST 69 TIMBER LAGGING M3 1,800.0000 63,000.00 0.000 0.00 F) 70 300 MM REINFORCED CONCRETE PIPE M 272.0000 4,896.00 19.000 5,168.00 71 450 MM REINFORCED CONCRETE PIPE M 200.0000 190,000.00 791.890 158,378.00 72 600 MM REINFORCED CONCRETE PIPE M 525.0000 425,250.00 881.083 462,568.58 73 900 MM REINFORCED CONCRETE PIPE M 450.0000 45,000.00 103.020 46,359.00 74 1200 MM REINFORCED CONCRETE PIPE M 990.0000 13,860.00 11.000 10,890.00 75 80 MM PLASTIC PIPE (OUTLET) M 250.0000 21,000.00 84.600 21,150.00 76 80 MM PLASTIC PIPE (EDGE DRAIN) M 90.0000 43,200.00 366.900 33,021.00 77 200 MM PLASTIC PIPE M 145.0000 11,600.00 43.340 6,284.30 78 150 MM ALTERNATIVE PIPE UNDERDRAIN M 100.0000 28,000.00 0.000 0.00 79 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 24,000.00 110.100 22,020.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 80 450 MM BITUMINOUS COATED CORRUGATED M 240.0000 31,200.00 95.130 22,831.20 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 81 DRAINAGE INLET MARKER EA 600.0000 6,000.00 0.000 0.00 82 GRATED LINE DRAIN M 360.0000 61,200.00 122.000 43,920.00 83 GRATED LINE DRAIN, WITH WALL EXTENSION M 460.0000 119,600.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 450 MM BITUMINOUS COATED CORRUGATED M 510.0000 2,040.00 3.260 1,662.60 STEEL PIPE RISER (3.51 MM THICK) 85 WELDED STEEL PIPE CASING (BRIDGE) M 220.0000 11,000.00 0.000 0.00 86 450 MM BITUMINOUS COATED STEEL EA 445.0000 890.00 2.000 890.00 FLARED END SECTION 87 600 MM BITUMINOUS COATED STEEL EA 590.0000 1,180.00 2.000 1,180.00 FLARED END SECTION 88 450 MM CONCRETE FLARED END SECTION EA 650.0000 650.00 1.000 650.00 89 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 90 900 MM PRECAST CONCRETE PIPE INLET M 950.0000 16,150.00 13.100 12,445.00 91 600 MM PRECAST CONCRETE PIPE RISER M 800.0000 8,800.00 7.400 5,920.00 92 900 MM PRECAST CONCRETE PIPE RISER M 1,100.0000 18,700.00 8.787 9,665.70 93 MINOR CONCRETE (BACKFILL) M3 200.0000 6,200.00 26.990 5,398.00 94 ROCK SLOPE PROTECTION M3 200.0000 2,200.00 10.800 2,160.00 (1/4 TON, METHOD B) 95 ROCK SLOPE PROTECTION M3 370.0000 10,730.00 20.500 7,585.00 (BACKING NO. 1, METHOD B) 96 SLOPE PAVING (CONCRETE) M3 1,000.0000 35,000.00 0.000 0.00 F) 97 MINOR CONCRETE (SLOPE PROTECTION) M3 700.0000 126,000.00 168.410 117,887.00 98 ROCK SLOPE PROTECTION FABRIC M2 7.0000 770.00 80.400 562.80 99 MINOR CONCRETE (GUTTER) M 64.0000 3,200.00 50.000 3,200.00 F) 00 MINOR CONCRETE (TEXTURED PAVING) M2 86.0000 347,440.00 2,309.600 198,625.60 01 MINOR CONCRETE (CURB, SIDEWALK AND M3 640.0000 140,800.00 88.992 56,954.88 CURB RAMP) 02 MISCELLANEOUS IRON AND STEEL KG 5.0000 69,000.00 6,752.000 33,760.00 S) 03 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 189,800.00 2,070.000 26,910.00 SF) 04 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 4,800.00 60.000 3,600.00 S) 05 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 0.000 0.00 S) 06 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 0.000 0.00 07 MILEPOST MARKER EA 75.0000 375.00 0.000 0.00 08 GUARD RAILING DELINEATOR EA 35.0000 735.00 0.000 0.00 09 METAL BEAM GUARD RAILING M 120.0000 5,520.00 0.000 0.00 10 TUBULAR PIPE HAND RAILING M 750.0000 15,000.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 9 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CHAIN LINK RAILING (TYPE 7) M 225.0000 48,375.00 107.500 24,187.50 SF) 12 CONCRETE BARRIER (TYPE K) M 60.0000 98,400.00 0.000 0.00 13 PERFORATED STEEL SCREEN (PILASTER) EA 4,600.0000 18,400.00 2.000 9,200.00 2.000 9,200.00 SF) 14 PERFORATED STEEL SCREEN (SCONCE) EA 4,100.0000 32,800.00 4.000 16,400.00 4.000 16,400.00 SF) 15 CONCRETE BARRIER (TYPE 26 MODIFIED) M 565.0000 137,295.00 110.000 62,150.00 F) 16 CABLE RAILING M 50.0000 49,600.00 906.000 45,300.00 F) 17 TRANSITION RAILING (TYPE WB) EA 3,500.0000 10,500.00 1.000 3,500.00 18 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 3,600.00 0.000 0.00 19 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 18,200.00 1.000 2,600.00 S) 20 CRASH CUSHION (REACT 9CBB) EA 5,200.0000 20,800.00 0.000 0.00 S) 21 ALTERNATIVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500.00 S) 22 CONCRETE BARRIER (TYPE 60-R) M 470.0000 4,700.00 9.000 4,230.00 F) 23 CONCRETE BARRIER (TYPE 60S-R) M 360.0000 5,040.00 12.600 4,536.00 F) 24 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 680.0000 346,800.00 0.000 0.00 25 CONCRETE BARRIER (TYPE 60D MODIFIED) M 340.0000 132,600.00 383.950 130,543.00 26 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 440.0000 7,920.00 17.500 7,700.00 27 CONCRETE BARRIER (TYPE 60D) M 250.0000 57,500.00 218.250 54,562.50 28 CONCRETE BARRIER (TYPE 60S) M 160.0000 187,200.00 685.850 109,736.00 29 CONCRETE BARRIER (TYPE 60SA) M 300.0000 9,600.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60SC) M 270.0000 623,700.00 481.100 129,897.00 31 CONCRETE BARRIER (TYPE 60SA R) M 163.0000 29,829.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 96,580.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 732R MODIFIED) M 290.0000 2,030.00 7.000 2,030.00 F) 34 CONCRETE BARRIER (TYPE 732A MODIFIED) M 240.0000 321,360.00 863.473 207,233.52 F) 35 CONCRETE BARRIER (TYPE 732B MODIFIED) M 380.0000 106,400.00 278.430 105,803.40 36 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 10,120.00 40.500 8,910.00 F) 37 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 318,600.00 566.100 152,847.00 F) PROGRAM CAS145 PAGE 10 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 CONCRETE BARRIER (TYPE 736B MODIFIED) M 520.0000 1,560.00 3.000 1,560.00 39 CONCRETE BARRIER (TYPE 742R) M 360.0000 47,880.00 133.000 47,880.00 F) 40 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 18,000.00 0.000 0.00 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,700.00 0.000 0.00 S) 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,700.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 280.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,340.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 45 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 88,500.00 129,260.680 64,630.34 S) 46 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 43,050.00 17,937.000 31,389.75 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 40,250.00 9,038.000 31,633.00 S) 48 SIGNAL AND LIGHTING (LOCATION 1) LS 87,000.0000 87,000.00 0.375 32,625.00 S) 49 SIGNAL AND LIGHTING (LOCATION 2) LS 51,000.0000 51,000.00 0.000 0.00 S) 50 SIGNAL AND LIGHTING (LOCATION 3) LS 156,000.0000 156,000.00 0.201 31,356.00 S) 51 SIGNAL AND LIGHTING (LOCATION 4) LS 156,000.0000 156,000.00 0.981 153,036.00 S) 52 TEMPORARY LIGHTING LS 127,000.0000 127,000.00 1.000 127,000.00 S) 53 LIGHTING (CITY STREET) LS 113,000.0000 113,000.00 0.726 82,038.00 S) 54 LIGHTING AND SIGN ILLUMINATION LS 865,000.0000 865,000.00 0.737 637,505.00 S) 55 CHANGEABLE MESSAGE SIGN SYSTEM LS 92,000.0000 92,000.00 0.345 31,740.00 S) 56 TEMPORARY COMMUNICATION SYSTEM LS 148,000.0000 148,000.00 1.000 148,000.00 S) 57 AUTOMATIC TRAFFIC CHANNELIZER SYSTEM LS 273,000.0000 273,000.00 0.000 0.00 S) 58 GUIDE WIRE SYSTEM LS 148,000.0000 148,000.00 0.354 52,392.00 S) 59 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 17,000.00 0.000 0.00 S) 60 TRAFFIC MONITORING STATION (LOCATION 1) LS 108,000.0000 108,000.00 0.119 12,852.00 S) 61 TRAFFIC MONITORING STATION (LOCATION 2) LS 95,000.0000 95,000.00 0.330 31,350.00 S) 62 TEMPORARY RAMP METERING SYSTEM LS 112,000.0000 112,000.00 1.000 112,000.00 S) (LOCATION 1) 63 TEMPORARY RAMP METERING SYSTEM LS 107,000.0000 107,000.00 1.000 107,000.00 S) (LOCATION 2) 64 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 1.000 85,000.00 S) (LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 TEMPORARY RAMP METERING SYSTEM LS 51,000.0000 51,000.00 0.570 29,070.00 S) (LOCATION 4) 66 RAMP METERING SYSTEM (LOCATION 1) LS 117,000.0000 117,000.00 0.582 68,094.00 S) 67 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 0.442 38,454.00 S) 68 RAMP METERING SYSTEM (LOCATION 3) LS 79,000.0000 79,000.00 0.279 22,041.00 S) 69 RAMP METERING SYSTEM (LOCATION 4) LS 64,000.0000 64,000.00 0.454 29,056.00 S) 70 FIBER OPTIC COMMUNICATION SYSTEM LS 1770,000.0000 1,770,000.00 0.992 1,755,840.00 S) 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 MINOR CONCRETE (SOUND WALL) M2 1,240.0000 74,400.00 36.708 45,517.92 PROGRAM CAS145 PAGE 12 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 10:43 AM ESTIMATE NO. 37 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 12/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,449,196.00 47,043,456.12 ADJUSTMENT OF COMPENSATION 157,000.00 2,040,760.15 EXTRA WORK 14,880.25 1,853,401.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,621,076.25 50,937,617.42 73 MOBILIZATION LS 6630,000.0000 6,630,000.00 1.000 6,630,000.00 ORIGINAL CONTRACT AMOUNT 66,868,627.00 TOTAL WORK COMPLETED 1,621,076.25 57,567,617.42 MATERIALS ON HAND ON SITE 846,151.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,000.00 -38,501.51 TOTAL 1,612,076.25 58,375,267.30 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 02/27/08 720 03/17/08 03/13/08 06/07/11 649 41 46 0 81% 85% PROGRESS IS SATISFACTORY BOBOTIS, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/10