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.27 TIME 10:30 AM 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 0228 183.80 E.W. @ F.A.(+) 111010 N 425 0 0229 183.80 113010 N 433 0 0230 215.18 120110 N 434 0 0231 161.01 112310 N 435 0 0232 257.62 112210 N 438 0 0233 324.11 112410 N 442 0 0234 287.39 120210 N 445 0 0235 178.81 120610 N 443 0 0236 199.49 120310 N 444 0 003 0025 662.50 E.W. @ F.A.(+) 111910 N 431 0 0026 600.00 112010 N 432 0 009 0041 164.46 E.W. @ F.A.(+) 102910 N 429 0 030 0019 1,300.19 E.W. @ F.A.(+) 111010 N 428 0 065 0005 2,239.89 E.W. @ F.A.(+) 111510 N 426 0 0006 1,987.75 111610 N 427 0 0007 829.49 111810 N 436 0 0008 1,847.20 111710 N 437 0 0009 1,501.30 111510 N 439 0 0010 1,792.24 111610 N 440 0 0011 1,730.70 111710 N 441 0 0012 6,567.00 A.C. @ L.S.(+) 121510 N 447 0 23,213.93 TOTAL THIS ESTIMATE 375,848.68 TOTAL PREVIOUS ESTIMATE 399,062.61 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.27 TIME 10:30 AM 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 0.00 -12,326.32 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 PRS RECD JUNE 1,000.00 27 -9,000.00 -28,000.00 TOTAL DEDUCTIONS -9,000.00 -40,326.32 PROGRAM CAS145 PAGE 1 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 12/22/10 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 19.000 27,094.00 524.000 747,224.00 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 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 0.026 1,300.00 0.699 34,950.00 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 51,930.400 25,965.20 S) 10 TEMPORARY FIBER ROLL M 8.0000 45,520.00 8,547.800 68,382.40 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 10.330 51,650.00 13 TEMPORARY CHECK DAM M 50.0000 3,000.00 342.600 17,130.00 14 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 5.000 2,500.00 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 0.026 5,200.00 0.672 134,400.00 18 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.026 780.00 0.672 20,160.00 19 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.010 1,000.00 0.691 69,100.00 S) 20 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.026 10,400.00 0.699 279,600.00 S) 21 TYPE III BARRICADE EA 80.0000 3,520.00 0.000 0.00 S) 22 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 8,050.00 150.100 5,253.50 S) PROGRAM CAS145 PAGE 2 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 50,100.00 30,929.530 46,394.30 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 12.000 600.00 311.000 15,550.00 S) 26 TEMPORARY PAVEMENT MARKER EA 4.0000 22,120.00 4,836.000 19,344.00 S) 27 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 91,000.00 0.330 2,310.00 9.083 63,581.00 S) 28 TEMPORARY RAILING (TYPE K) M 35.0000 497,000.00 14,705.800 514,703.00 29 TEMPORARY CRASH CUSHION MODULE EA 200.0000 54,000.00 283.000 56,600.00 S) 30 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,000.0000 150,000.00 24.000 144,000.00 S) 31 ABANDON CULVERT EA 2,500.0000 12,500.00 4.000 10,000.00 32 ABANDON IRRIGATION CROSSOVER EA 1,500.0000 37,500.00 1.000 1,500.00 19.000 28,500.00 33 REMOVE CHAIN LINK FENCE M 25.0000 19,000.00 1,039.550 25,988.75 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 17,400.00 640.700 19,221.00 36 REMOVE IRRIGATION FACILITY LS 25,000.0000 25,000.00 0.750 18,750.00 37 REMOVE TRAFFIC STRIPE AND PAVEMENT M 0.5000 23,300.00 31,107.090 15,553.55 S) MARKING 38 REMOVE ROADSIDE SIGN EA 200.0000 8,600.00 10.000 2,000.00 14.000 2,800.00 39 REMOVE SIGN STRUCTURE EA 5,000.0000 65,000.00 11.000 55,000.00 40 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,140.00 382.000 1,146.00 41 REMOVE CULVERT M 100.0000 31,000.00 231.600 23,160.00 42 REMOVE INLET EA 1,500.0000 10,500.00 6.000 9,000.00 43 REMOVE BASE AND SURFACING M3 15.0000 17,700.00 989.867 14,848.01 44 REMOVE DELINEATOR EA 15.0000 375.00 0.000 0.00 45 RESET ROADSIDE SIGN EA 300.0000 1,200.00 1.000 300.00 1.000 300.00 46 RELOCATE ROADSIDE SIGN EA 350.0000 2,450.00 1.000 350.00 1.000 350.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 108,600.00 3,097.022 46,455.33 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 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 (CHANNEL) M 30.0000 3,600.00 102.900 3,087.00 51 REMOVE CONCRETE BARRIER (TYPE K) M 8.0000 20,560.00 2,470.920 19,767.36 52 REMOVE CONCRETE BARRIER (TYPE 60) M 50.0000 17,500.00 575.000 28,750.00 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 32.000 44,800.00 55 CAP INLET EA 1,700.0000 3,400.00 2.000 3,400.00 56 REMOVE CRASH CUSHION EA 1,200.0000 1,200.00 1.000 1,200.00 57 BRIDGE REMOVAL LS 75,000.0000 75,000.00 1.000 75,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION C LS 65,000.0000 65,000.00 1.000 65,000.00 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 1.000 30,000.00 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 1.000 10,000.00 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 0.026 260.00 0.699 6,990.00 67 ROADWAY EXCAVATION M3 28.0000 1,268,400.00 35,877.518 1,004,570.50 68 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 76,200.00 2,516.000 75,480.00 F) 69 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 168,600.00 6,744.000 168,600.00 F) 70 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 20.0000 27,800.00 417.000 8,340.00 F) 71 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 140,400.00 1,744.000 139,520.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 38.0000 419,330.00 10,985.000 417,430.00 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 1,051.000 157,650.00 F) WALL) 75 SAND BACKFILL M3 100.0000 14,000.00 113.680 11,368.00 76 LEAN CONCRETE BACKFILL M3 150.0000 33,750.00 225.000 33,750.00 F) PROGRAM CAS145 PAGE 4 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 DRILLED HOLE (750 MM) M 200.0000 55,200.00 279.380 55,876.00 S) 78 DITCH EXCAVATION M3 15.0000 7,950.00 444.310 6,664.65 79 DRILLED HOLE (900 MM) M 250.0000 121,000.00 490.980 122,745.00 S) 80 STEEL SOLDIER PILE (W 310 X 39) M 85.0000 78,540.00 937.000 79,645.00 81 STEEL SOLDIER PILE (W 460 X 235) M 400.0000 16,800.00 37.260 14,904.00 82 STEEL SOLDIER PILE (W 460 X 97) M 180.0000 49,680.00 279.380 50,288.40 83 EMBANKMENT M3 5.0000 268,500.00 49,334.778 246,673.89 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 9,720.00 578.800 10,418.40 S) 87 EROSION CONTROL (TYPE D) M2 2.0000 120,200.00 34,639.150 69,278.30 S) 88 EROSION CONTROL (HYDRAULIC MATRIX) M2 2.0000 22,800.00 11,518.000 23,036.00 S) 89 FIBER ROLLS M 8.5000 35,445.00 7,115.600 60,482.60 90 COMPOST, INCORPORATE M2 8.0000 41,600.00 3,609.000 28,872.00 S) 91 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 4.000 2,000.00 S) 92 MAINTAIN EXISTING PLANTED AREAS LS 50,000.0000 50,000.00 0.026 1,300.00 0.699 34,950.00 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 0.026 1,300.00 0.699 34,950.00 S) 95 TRUCK WATERING LS 20,000.0000 20,000.00 0.800 16,000.00 0.800 16,000.00 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 118,800.00 506.880 101,376.00 98 WATER METER EA 15,000.0000 75,000.00 0.000 0.00 99 200 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 109.730 16,459.50 481.230 72,184.50 POLYETHYLENE PIPE CONDUIT 00 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 69,000.00 8.500 2,550.00 234.600 70,380.00 (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 563,500.00 488.918 17,112.13 15,867.003 555,345.11 03 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 12,800.00 3.020 1,208.00 PROGRAM CAS145 PAGE 5 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,250.0000 8,750.00 0.000 0.00 05 ASPHALT CONCRETE (TYPE A) TONN 110.0000 748,000.00 735.802 80,938.22 7,422.469 816,471.59 06 ASPHALT CONCRETE BASE (TYPE A) TONN 100.0000 1,820,000.00 15,196.973 1,519,697.30 07 PLACE ASPHALT CONCRETE DIKE M 9.0000 18,270.00 1,918.990 17,270.91 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 1.711 2,138.75 10 CONCRETE PAVEMENT M3 300.0000 3,420,000.00 1,838.520 551,556.00 8,951.783 2,685,534.90 11 CONCRETE PAVEMENT M3 600.0000 522,000.00 632.373 379,423.80 (RAPID STRENGTH CONCRETE) 12 CONCRETE PAVEMENT M3 350.0000 962,500.00 5,257.396 1,840,088.60 (EARLY STRENGTH CONCRETE) 13 SEAL PAVEMENT JOINT M 7.0000 128,800.00 4,548.330 31,838.31 4,991.530 34,940.71 14 SEAL LONGITUDINAL ISOLATION JOINT M 28.0000 100,800.00 799.560 22,387.68 1,751.985 49,055.58 15 REPAIR SPALLED JOINTS M2 900.0000 45,000.00 0.000 0.00 16 GRIND EXISTING CONCRETE M2 7.0000 303,800.00 2,504.540 17,531.78 S) PAVEMENT 17 FURNISH STEEL PILING (HP 250 X 85) M 200.0000 371,600.00 1,875.780 375,156.00 18 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 247,500.00 165.000 247,500.00 S) 19 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 705,000.00 943.197 707,397.75 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 1.000 675,000.00 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 1.000 30,000.00 S) 24 TIEBACK ANCHOR EA 2,100.0000 218,400.00 43.000 90,300.00 43.000 90,300.00 S) 25 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 220,500.00 642.930 225,025.50 F) 26 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 4,306,500.00 4,559.493 4,103,543.70 F) 27 STRUCTURAL CONCRETE, RETAINING WALL M3 1,100.0000 401,500.00 12.000 13,200.00 32.500 35,750.00 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 70.000 84,000.00 F) (TYPE EQ) 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 305,600.00 382.000 305,600.00 F) (TYPE N) PROGRAM CAS145 PAGE 6 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 319,000.00 328.883 361,771.30 (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 28,350.00 189.000 28,350.00 F) 34 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 400.00 15.680 3,136.00 35 CLASS 1 CONCRETE (RETAINING WALL) M3 550.0000 2,261,050.00 4,117.000 2,264,350.00 F) 36 CLASS 1 CONCRETE (BACKFILL) M3 200.0000 4,400.00 5.020 1,004.00 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 457,200.00 2.052 3,693.60 174.865 314,757.00 F) 38 PAVING NOTCH EXTENSION M3 2,500.0000 9,750.00 4.840 12,100.00 39 DIAPHRAGM BOLSTER EA 1,200.0000 38,400.00 32.000 38,400.00 40 ARCHITECTURAL SURFACE (BARRIER) M2 20.0000 40,940.00 1,173.150 23,463.00 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 27,120.00 336.160 26,892.80 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 18.000 16,200.00 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 56.683 14,170.75 56.683 14,170.75 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 2,246,750.00 819,000.000 2,252,250.00 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 1,033,914.00 315,433.000 946,299.00 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 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 SIGN STRUCTURE (TUBULAR) KG 15.0000 1,921,500.00 61,294.750 919,421.25 59 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 128,100.00 53,963.000 53,963.00 S) 60 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 42,000.00 2,200.000 30,800.00 61 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 6,000.00 1,864.500 3,729.00 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 16.180 4,045.00 16.180 4,045.00 (25.4 MM-TYPE A) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,750.00 2.096 314.40 20.100 3,015.00 (1.6 MM-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,600.00 -0.644 -96.60 17.008 2,551.20 (2.0 MM-UNFRAMED) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 2,100.00 1.024 153.60 4.559 683.85 (1.6 MM-FRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 6,000.00 -1.251 -250.20 6.399 1,279.80 (2.0 MM-FRAMED) 69 1524 MM CAST-IN-DRILLED-HOLE M 2,450.0000 392,000.00 146.214 358,224.30 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 2.000 300.00 2.000 300.00 72 ROADSIDE SIGN - ONE POST EA 500.0000 20,500.00 20.000 10,000.00 20.000 10,000.00 73 ROADSIDE SIGN - TWO POST EA 1,500.0000 7,500.00 1.000 1,500.00 1.000 1,500.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 2,400.00 9.000 1,440.00 9.000 1,440.00 METHOD) 75 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,600.00 6.000 1,200.00 6.000 1,200.00 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 29.800 50,660.00 F) 78 450 MM ALTERNATIVE PIPE CULVERT M 700.0000 10,500.00 30.200 21,140.00 79 450 MM REINFORCED CONCRETE PIPE M 175.0000 309,750.00 1,416.950 247,966.25 80 600 MM REINFORCED CONCRETE PIPE M 250.0000 102,500.00 296.550 74,137.50 81 900 MM REINFORCED CONCRETE PIPE M 350.0000 140,000.00 358.610 125,513.50 82 FLAP GATE EA 4,000.0000 4,000.00 1.000 4,000.00 83 150 MM PLASTIC PIPE M 150.0000 6,000.00 16.700 2,505.00 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 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 59,500.00 146.226 51,179.10 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 86 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 21,000.00 69.370 20,811.00 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 91.250 18,250.00 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 3.000 2,400.00 93 900 MM PRECAST CONCRETE PIPE RISER M 600.0000 21,000.00 27.700 16,620.00 94 ROCK SLOPE PROTECTION M3 1,000.0000 24,000.00 29.890 29,890.00 (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 242,250.00 247.000 37,050.00 247.000 37,050.00 F) 98 MINOR CONCRETE (DITCH LINING) M3 500.0000 60,000.00 117.710 58,855.00 99 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,380.00 94.450 1,416.75 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 126,900.00 502.780 45,250.20 1,274.340 114,690.60 03 MISCELLANEOUS IRON AND STEEL KG 7.0000 119,056.00 11,706.000 81,942.00 SF) 04 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 22,800.00 1,520.000 22,800.00 SF) 05 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 96,800.00 3,939.000 78,780.00 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 11.000 330.00 PROGRAM CAS145 PAGE 9 DATE 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 METAL BEAM GUARD RAILING M 90.0000 33,300.00 221.780 19,960.20 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 3.000 12,000.00 S) 15 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 2,700.00 4.000 3,600.00 S) 16 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 15,000.00 3.000 9,000.00 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 1.000 30,000.00 19 CONCRETE BARRIER (TYPE 60) M 220.0000 479,600.00 788.600 173,492.00 947.100 208,362.00 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 83.500 25,050.00 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 203,700.00 721.400 126,245.00 F) 24 CONCRETE BARRIER M 175.0000 409,500.00 1,057.019 184,978.33 (TYPE 736A MODIFIED) 25 CONCRETE BARRIER M 350.0000 224,000.00 709.103 248,186.05 (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 58,275.080 58,275.08 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 8,772.000 8,772.00 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 23,730.00 4,277.000 12,831.00 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 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 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 0.084 18,900.00 S) 40 TEMPORARY LIGHTING LS 250,000.0000 250,000.00 1.000 250,000.00 S) 41 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.088 19,800.00 S) 42 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.029 20,300.00 0.965 675,500.00 S) 43 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.176 5,280.00 S) 44 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 35,000.00 762.000 38,100.00 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 0.172 22,360.00 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 0.015 16,500.00 0.462 508,200.00 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 0.381 17,145.00 S) 52 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.577 28,850.00 S) 53 TEMPORARY RAMP METERING SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 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 12/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 10:30 AM ESTIMATE NO. 27 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 12/20/10 R.E. NAME: JAVED, FARIDUN 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 1,227,098.59 33,963,154.61 ADJUSTMENT OF COMPENSATION 6,567.00 -7,313.85 EXTRA WORK 16,646.93 406,376.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,250,312.52 34,362,217.22 55 MOBILIZATION LS 4600,000.0000 4,600,000.00 1.000 4,600,000.00 ORIGINAL CONTRACT AMOUNT 47,420,115.00 TOTAL WORK COMPLETED 1,250,312.52 38,962,217.22 MATERIALS ON HAND ON SITE 336,421.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,000.00 -40,326.32 TOTAL 1,241,312.52 39,258,312.19 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 11/22/12 524 34 0 0 80% 70% PROGRESS IS SATISFACTORY JAVED, FARIDUN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/10