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 03/23/11 EST. NO.30 TIME 02:19 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 0253 979.00 E.W. @ F.A.(+) 010211 N 458.10 0254 2,307.78 020111 N 519 0 0255 2,686.95 020211 N 520 0 0256 956.91 101110 N 446 0 004 0032 506.72 E.W. @ F.A.(+) 120910 N 497 0 006 0066 228.38 E.W. @ F.A.(+) 021511 N 515 0 009 0043 337.30 E.W. @ F.A.(+) 021711 N 514 0 019 0003 4,358.71 E.W. @ F.A.(+) 031710 N 490 0 0007 773.86 012811 N 509 0 0008 247.78 031710 N 490.10 029 0002 8,150.00 A.C. @ L.S.(+) 021209 N 471 0 030 0023 319.34 E.W. @ F.A.(+) 021411 N 510 0 0024 848.26 020811 N 511 0 0025 983.85 020811 N 512 0 035 0006-1 -5,007.94 E.W. @ F.A.(+) 011211 N 487 0 DAO CORRECTING ENTRY 0006-2 4,947.27 011211 N 487 0 DAO CORRECTING ENTRY 0009 1,129.88 020811 N 522 0 0010 1,350.10 020311 N 521 0 039 0001 7,482.28 E.W. @ L.S.(+) 020111 N 472 0 055 0001 911.59 E.W. @ F.A.(+) 052110 N 516 0 059 0004 176,653.43 E.W. @ U.P (+) 021411 N 505.10 061 0002 6,280.50 E.W. @ U.P (+) 012511 N 463 0 067 0001 30,147.16 A.C. @ L.S.(+) 101910 N 524 0 075 0001 1,988.02 A.C. @ U.P.(+) 012411 N 461 0 078 0004 3,706.25 E.W. @ F.A.(+) 012411 N 518 0 083 0001 56,689.50 A.C. @ L.S.(+) 022811 N 523 0 309,962.88 TOTAL THIS ESTIMATE 817,251.57 TOTAL PREVIOUS ESTIMATE 1,127,214.45 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 03/23/11 EST. NO.30 TIME 02:19 PM R.E. NAME: JAVED, FARIDUN 11-2T0824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING (RW 498) -1,700.00 04 CIDH PILES -1,600.00 05 RE-STAKING -3,060.00 08 CIDH PILES -2,572.00 09 RE-STAKING -1,065.00 13 CLEANNESS VALUE -1,150.00 21 RESTAKING OH SIGN 10 -1,275.00 22 REVERSE STAKING DED 1,275.00 23 TRUCK OVERBILLING -1,179.32 26 LATE CLOSURE OPENING -56,724.00 29 0.00 -69,050.32 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 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 03/23/11 EST. NO.30 TIME 02:19 PM R.E. NAME: JAVED, FARIDUN 11-2T0824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS DEC -6,000.00 28 O/S PRS JAN -5,000.00 29 PRTL PRS RECD OCT 10 5,000.00 29 PRTL PRS RECD NOV 10 3,000.00 29 PRTL PRS RECD DEC 10 2,000.00 29 O/S PRS FEB -1,000.00 30 PRS RECD OCT 10 5,000.00 30 PRS RECD NOV 10 7,000.00 30 PRS RECD DEC 10 4,000.00 30 PRS RECD JAN 2,000.00 30 PRTL PRS RECD SEPT10 7,000.00 30 24,000.00 -5,000.00 TOTAL DEDUCTIONS 24,000.00 -74,050.32 PROGRAM CAS145 PAGE 1 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 LOCATION PROGRESS ESTIMATE 11-SD-15-R30.0/R31.5 ----------------- ATKINSON CONTRACTORS, LP IN SAN DIEGO COUNTY IN ESCONDIDO 27422 PORTOLA PARKWAY FROM NINTH AVENUE UNDERCROSSING TO FOOTHILL RANCH CA 92610 ROUTE 15/78 SEPARATION FED. AID NO. CIM-015 -4(202)30N,CMLN-6211(53) N CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 25,668.00 582.000 829,932.00 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 0.024 1,200.00 0.776 38,800.00 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 8,979.680 71,837.44 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 0.024 4,800.00 0.749 149,800.00 18 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.024 720.00 0.749 22,470.00 19 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.009 900.00 0.722 72,200.00 S) 20 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.024 9,600.00 0.776 310,400.00 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 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,000.00 311.000 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 0.312 2,184.00 10.088 70,616.00 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 54,000.00 322.000 64,400.00 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 19.000 28,500.00 33 REMOVE CHAIN LINK FENCE M 25.0000 19,000.00 76.000 1,900.00 1,115.550 27,888.75 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 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 1.000 1,500.00 7.000 10,500.00 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 46 RELOCATE ROADSIDE SIGN EA 350.0000 2,450.00 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 30.000 750.00 30.000 750.00 49 REMOVE CONCRETE SIDEWALK M 15.0000 4,500.00 20.000 300.00 20.000 300.00 PROGRAM CAS145 PAGE 3 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,950.000 14,750.00 2,950.000 14,750.00 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 0.024 240.00 0.776 7,760.00 67 ROADWAY EXCAVATION M3 28.0000 1,268,400.00 2,668.383 74,714.72 40,741.220 1,140,754.16 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 1,390.000 27,800.00 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 11,035.000 419,330.00 F) 73 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 100.0000 9,000.00 90.000 9,000.00 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 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.024 1,200.00 0.776 38,800.00 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 0.024 1,200.00 0.776 38,800.00 S) 95 TRUCK WATERING LS 20,000.0000 20,000.00 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 1.000 15,000.00 1.000 15,000.00 99 200 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 528.100 79,215.00 POLYETHYLENE PIPE CONDUIT 00 200 MM WELDED STEEL PIPE CONDUIT M 300.0000 69,000.00 234.600 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 563,500.00 742.207 25,977.25 16,609.210 581,322.35 03 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 12,800.00 3.020 1,208.00 PROGRAM CAS145 PAGE 5 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,422.469 816,471.59 06 ASPHALT CONCRETE BASE (TYPE A) TONN 100.0000 1,820,000.00 529.800 52,980.00 15,726.773 1,572,677.30 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 3,420,000.00 192.456 57,736.80 9,371.739 2,811,521.70 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 2,233.900 15,637.30 16,787.430 117,512.01 14 SEAL LONGITUDINAL ISOLATION JOINT M 28.0000 100,800.00 783.400 21,935.20 3,272.985 91,643.58 15 REPAIR SPALLED JOINTS M2 900.0000 45,000.00 1.527 1,374.30 1.527 1,374.30 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 218,400.00 104.000 218,400.00 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 401,500.00 328.500 361,350.00 F) 28 STRUCTURAL CONCRETE, BARRIER SLAB M3 550.0000 173,250.00 180.900 99,495.00 315.000 173,250.00 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 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.771 7,448.10 338.454 372,299.40 (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 27.034 5,406.80 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 457,200.00 16.140 29,052.00 212.935 383,283.00 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 40,940.00 144.000 2,880.00 1,317.150 26,343.00 F) 41 SWIRLED PLASTER TEXTURE M2 50.0000 275,950.00 462.000 23,100.00 5,077.784 253,889.20 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 81.077 12,161.55 81.077 12,161.55 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 5.150 1,545.00 5.150 1,545.00 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 88,250.00 139.620 34,905.00 334.823 83,705.75 S) 51 JOINT SEAL (MR 50 MM) M 300.0000 13,200.00 59.900 17,970.00 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 1,033,914.00 344,543.000 1,033,629.00 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 40.000 36,000.00 F) 56 TREAT BRIDGE DECK M2 4.0000 11,800.00 2,950.000 11,800.00 2,950.000 11,800.00 F) 57 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 33,500.00 1,042.000 26,050.00 1,042.000 26,050.00 PROGRAM CAS145 PAGE 7 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,921,500.00 136,278.000 2,044,170.00 59 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 128,100.00 67,575.000 67,575.00 132,047.000 132,047.00 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 1,737.000 27,792.00 1,737.000 27,792.00 WITHOUT WALKWAY) 63 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 10,000.00 1,737.000 4,342.50 1,737.000 4,342.50 S) WITHOUT WALKWAY) 64 FURNISH LAMINATED PANEL SIGN M2 250.0000 87,500.00 16.180 4,045.00 (25.4 MM-TYPE A) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,750.00 8.196 1,229.40 28.296 4,244.40 (1.6 MM-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 6,600.00 9.681 1,452.15 26.689 4,003.35 (2.0 MM-UNFRAMED) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 2,100.00 4.559 683.85 (1.6 MM-FRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 6,000.00 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 35,000.00 240.000 8,400.00 540.000 18,900.00 71 ROADSIDE SIGN - WEED CONTROL MAT EA 150.0000 900.00 2.000 300.00 72 ROADSIDE SIGN - ONE POST EA 500.0000 20,500.00 20.000 10,000.00 73 ROADSIDE SIGN - TWO POST EA 1,500.0000 7,500.00 1.000 1,500.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 2,400.00 2.000 320.00 11.000 1,760.00 METHOD) 75 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,600.00 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 75.000 127,500.00 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 309,750.00 218.227 38,189.73 1,716.859 300,450.33 80 600 MM REINFORCED CONCRETE PIPE M 250.0000 102,500.00 381.910 95,477.50 81 900 MM REINFORCED CONCRETE PIPE M 350.0000 140,000.00 392.740 137,459.00 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 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 59,500.00 154.156 53,954.60 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 28.920 17,352.00 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 233,100.00 211.000 189,900.00 246.000 221,400.00 F) 96 SLOPE PAVING (MASONRY BLOCK) M2 150.0000 537,000.00 276.000 41,400.00 1,196.000 179,400.00 F) 97 SLOPE PAVING (ROCK COBBLE) M2 150.0000 242,250.00 209.000 31,350.00 1,949.000 292,350.00 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 1,274.340 114,690.60 03 MISCELLANEOUS IRON AND STEEL KG 7.0000 119,056.00 13,321.000 93,247.00 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 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 50,000.00 1.000 50,000.00 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 2,014.500 443,190.00 20 CONCRETE BARRIER (TYPE 60C) M 300.0000 93,000.00 201.900 60,570.00 21 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 101,700.00 -9.100 -2,730.00 198.700 59,610.00 F) 22 CONCRETE BARRIER (TYPE 736) M 150.0000 22,500.00 150.000 22,500.00 F) 23 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 203,700.00 260.000 45,500.00 981.400 171,745.00 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 0.171 11,115.00 S) PROGRAM CAS145 PAGE 10 DATE 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.075 16,875.00 0.228 51,300.00 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 0.006 4,200.00 0.993 695,100.00 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 0.209 27,170.00 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 0.005 5,500.00 0.467 513,700.00 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 0.555 24,975.00 S) 52 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.691 34,550.00 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 03/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0824 TIME 02:19 PM ESTIMATE NO. 30 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 03/20/11 R.E. NAME: JAVED, FARIDUN DATE OF THIS ESTIMATE 03/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,112,000.00 38,286,346.78 ADJUSTMENT OF COMPENSATION 96,974.68 89,660.83 EXTRA WORK 212,988.20 1,037,553.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,421,962.88 39,413,561.23 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 1,421,962.88 44,013,561.23 MATERIALS ON HAND ON SITE 142,897.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 24,000.00 -74,050.32 TOTAL 1,445,962.88 44,082,408.18 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 12/01/11 582 40 0 0 87% 78% PROGRESS IS SATISFACTORY JAVED, FARIDUN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/11