PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/21/08 EST. NO.12 TIME 08:57 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- 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 0169 136.26 E.W. @ F.A.(+) 081508 N 501-97 0170 4,773.04 072808 N 501-93 0171 114.27 091508 N 501-98 0172 342.78 091508 N 501-99 0173 153.17 091908 N 501100 0174 444.90 091908 N 501101 0175 204.21 092408 N 501102 0176 620.99 092608 N 501103 0177 379.97 092908 N 501104 0178 228.52 093008 N 501105 0179 228.52 100208 N 501106 0180 10,617.82 082108 N 501107 0181 1,910.91 082108 N 501108 0182 2,349.14 082208 N 501109 0183 117.70 090508 N 501110 0184 171.39 100608 N 501111 003 0021 1,986.58 E.W. @ F.A.(+) 092608 N 0722.0 0022 300.00 092408 N 0743.0 0023 360.00 101508 N 0746.0 007 0032 231.80 E.W. @ F.A.(+) 081908 Y 0593.0 0033 274.93 082308 Y 0594.0 0034 231.80 082608 Y 0595.0 0035 231.80 082708 Y 0596.0 0036 231.80 082808 Y 0597.0 0037 274.93 083008 Y 0598.0 0038 319.21 083108 Y 0599.0 0039 319.21 090108 Y 0600.0 0040 231.80 082008 Y 0601.0 0041 319.21 082408 Y 0602.0 0042 274.93 091308 Y 0680.0 0043 319.21 091408 Y 0681.0 0044 319.21 090708 Y 0724.0 0045 274.93 090608 Y 0725.0 0046 231.80 090408 Y 0723.0 013 0035 1,693.50 E.W. @ F.A.(+) 081308 N RBI-56 018 0003 104.50 E.W. @ F.A.(+) 100208 Y 0741.0 0004 99.00 100208 Y 0742.0 019 0200 827.28 E.W. @ F.A.(+) 060208 Y 0728.0 0201 457.89 060508 Y 0729.0 0202 684.77 061008 Y 0730.0 0203 675.03 061308 Y 0731.0 0204 456.02 061808 Y 0732.0 0205 1,217.18 072108 Y 0726.0 0206 571.78 071808 Y 0727.0 0207 670.53 062008 Y 0733.0 0208 526.14 062408 Y 0734.0 0209 373.52 062608 Y 0735.0 0210 752.28 070108 Y 0736.0 0211 93.38 070308 Y 0737.0 0212 473.64 070908 Y 0738.0 020 0024 565.44 E.W. @ F.A.(+) 061108 N 517-15 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/21/08 EST. NO.12 TIME 08:57 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0025 2,454.00 062408 N 517-16 0026 5,422.95 081108 N 555-10 0027 862.56 081108 N 555-20 024 0001 1,050.01 E.W. @ F.A.(+) 063008 N 0436.0 046 0004 16,086.67 A.C. @ U.P.(+) 100108 N 46-4 0 049 0001 1,223.34 E.W. @ F.A.(+) 070708 N 543-40 0002 2,568.68 070308 N 543-30 0003 2,145.20 070208 N 543-20 0004 3,637.57 070108 N 543-10 050 0001 2,157.49 E.W. @ F.A.(+) 070308 N 545-10 0002 2,621.07 070708 N 545-20 0003 10,779.06 070808 N 545-30 0004 11,453.84 070908 N 545-40 0005 11,269.33 071008 N 545-50 0006 11,234.18 071108 N 545-60 0007 12,483.27 071408 N 545-70 0008 11,147.21 071508 N 545-80 0009 4,975.99 071608 N 545-90 0010 10,412.07 071708 N 545-10 0011 552.13 071808 N 545-11 0012 10,258.17 072108 N 545-12 0013 6,058.40 072208 N 545-13 0014 7,789.31 072308 N 545-14 0015 3,915.11 072408 N 545-15 0016 3,915.11 072508 N 545-16 0017 3,915.11 072508 N 545-17 0018 2,007.76 072208 N 545-18 0019 652.76 072208 N 545-19 0020 326.38 072308 N 545-20 0021 435.17 072408 N 545-21 0022 435.17 072508 N 545-22 0023 326.38 072808 N 545-23 0024 1,600.50 072808 N 545-24 053 0001 833.32 E.W. @ F.A.(+) 071508 N RBI-55 0002 4,405.00 071508 N 549-10 0003 3,200.13 071708 N 549-20 0004 6,212.70 071808 N 549-30 220,591.72 TOTAL THIS ESTIMATE 2,099,595.13 TOTAL PREVIOUS ESTIMATE 2,320,186.85 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/21/08 EST. NO.12 TIME 08:57 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING -14,400.00 05 LABOR COMPLIANCE -32,031.95 06 LATE REOPENING 14,400.00 06 ADD FOR PREVIOUS DED 27,803.55 09 0.00 -4,228.40 TOTAL DEDUCTIONS 0.00 -4,228.40 PROGRAM CAS145 PAGE 1 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 LOCATION PROGRESS ESTIMATE 04-ALA-92-4.8/6.7 ----------------- 04-ALA-880-15.6/17.6 FCI/GRANITE IN ALAMEDA COUNTY IN HAYWARD AT 25050 SANTA CLARA ST. VARIOUS LOCATIONS HAYWARD, CA 94544 FED. AID NO. N O N E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 0.250 2,000.00 02 TIME-RELATED OVERHEAD LS 8500,000.0000 18,500,000.00 0.026 481,000.00 0.254 4,699,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 100.0000 50,000.00 361.970 36,197.00 S) 04 TEMPORARY FENCE M 150.0000 153,000.00 997.660 149,649.00 S) (TYPE CL-1.8, SLATTED) 05 TEMPORARY FENCE (TYPE ESA) M 35.0000 45,500.00 769.400 26,929.00 06 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 450,000.0000 450,000.00 0.026 11,700.00 0.297 133,650.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.010 6,500.00 0.110 71,500.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 179.830 3,236.94 4,939.110 88,903.98 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 30,000.00 2.000 6,000.00 15.000 45,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 50,000.00 19.000 95,000.00 12 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 1.000 750.00 2.000 1,500.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 11.000 3,630.00 94.000 31,020.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 28,336.000 18,418.40 50,188.800 32,622.72 (BONDED FIBER MATRIX) 15 TEMPORARY SLOPE PAVING M3 1,800.0000 126,000.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.800 80,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 1900,000.0000 1,900,000.00 0.026 49,400.00 0.246 467,400.00 S) 18 TYPE III BARRICADE EA 150.0000 1,050.00 19.000 2,850.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 18,850.00 123.200 8,008.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 35,409.000 141,636.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 234.000 4,914.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 9,034.000 54,204.00 S) PROGRAM CAS145 PAGE 2 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 12,000.00 6.000 7,200.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 72,000.00 0.100 1,800.00 1.200 21,600.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 18.290 457.25 15,571.790 389,294.75 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 857.000 385,650.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 13,225.100 171,926.30 S) 28 ABANDON CULVERT M 25.0000 66,500.00 42.400 1,060.00 397.960 9,949.00 29 ABANDON INLET EA 850.0000 52,700.00 3.000 2,550.00 19.000 16,150.00 30 ABANDON MANHOLE EA 1,630.0000 1,630.00 1.000 1,630.00 31 ABANDON SEWER M 70.0000 19,600.00 150.000 10,500.00 32 ABANDON WATER M 42.0000 23,520.00 0.000 0.00 33 REMOVE FENCE M 15.0000 2,250.00 507.540 7,613.10 34 REMOVE CHAIN LINK FENCE M 15.0000 12,000.00 1,031.800 15,477.00 35 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 1,484.720 51,965.20 S) 36 REMOVE THRIE BEAM BARRIER M 42.0000 15,120.00 321.860 13,518.12 S) 37 REMOVE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 159,600.00 7,844.000 94,128.00 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 16,337.000 65,348.00 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 65.000 1,950.00 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 7,108.000 14,216.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 33.000 4,125.00 43 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 4.000 18,400.00 S) 44 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 0.000 0.00 S) 45 REMOVE CULVERT M 117.0000 38,610.00 52.170 6,103.89 349.870 40,934.79 46 REMOVE INLET EA 812.0000 19,488.00 3.000 2,436.00 12.000 9,744.00 47 REMOVE HEADWALL EA 1,300.0000 11,700.00 7.000 9,100.00 48 REMOVE MANHOLE (SEWER) EA 1,250.0000 3,750.00 1.000 1,250.00 49 REMOVE BASE AND SURFACING M3 15.5000 255,750.00 2,074.530 32,155.22 PROGRAM CAS145 PAGE 3 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SALVAGE FRAME AND GRATE EA 150.0000 300.00 2.000 300.00 51 RELOCATE REMOTE CONTROL VALVE EA 3,000.0000 6,000.00 0.000 0.00 52 RELOCATE ROADSIDE SIGN-ONE POST EA 650.0000 650.00 1.000 650.00 53 ADJUST INLET EA 1,500.0000 40,500.00 0.000 0.00 54 MODIFY INLET EA 2,500.0000 60,000.00 -147.000 -367,500.00 7.000 17,500.00 55 MODIFY MANHOLE (SEWER) EA 10,000.0000 20,000.00 3.000 30,000.00 56 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 280,800.00 0.000 0.00 S) 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 123.0000 22,140.00 2.290 281.67 206.590 25,410.57 59 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 0.000 0.00 60 REMOVE CONCRETE CURB M3 111.0000 21,090.00 1.530 169.83 578.370 64,199.07 61 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 1,534.000 67,496.00 62 CLEAN BRIDGE DECK M2 2.0000 10,080.00 0.000 0.00 F) 63 CAP INLET EA 1,500.0000 12,000.00 4.000 6,000.00 64 REMOVE CRASH CUSHION (SAND FILLED) EA 2,500.0000 7,500.00 1.000 2,500.00 65 PUMP PLANT EQUIPMENT REMOVAL LS 30,000.0000 30,000.00 0.000 0.00 66 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 0.000 0.00 67 BRIDGE REMOVAL, LOCATION B LS 250,000.0000 250,000.00 0.000 0.00 68 BRIDGE REMOVAL, LOCATION C LS 135,000.0000 135,000.00 0.000 0.00 69 BRIDGE REMOVAL, LOCATION D LS 76,000.0000 76,000.00 1.000 76,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION E LS 21,000.0000 21,000.00 0.000 0.00 71 BRIDGE REMOVAL (PORTION), LOCATION F LS 103,000.0000 103,000.00 1.000 103,000.00 72 BRIDGE REMOVAL (PORTION), LOCATION G LS 50,000.0000 50,000.00 0.000 0.00 73 SURVEY OF EXISTING NON HIGHWAY LS 90,000.0000 90,000.00 0.900 81,000.00 FACILITIES 74 CLEARING AND GRUBBING LS 207,900.0000 207,900.00 0.950 197,505.00 75 DEVELOP WATER SUPPLY LS 24,750.0000 24,750.00 0.025 618.75 0.300 7,425.00 76 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 8,951.420 322,251.12 97,580.830 3,512,909.88 PROGRAM CAS145 PAGE 4 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION (TYPE Z-3) M3 250.0000 30,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 78 ROADWAY EXCAVATION (TYPE Y-2) M3 28.0000 352,800.00 17,497.940 489,942.32 (AERIALLY DEPOSITED LEAD) 79 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 80 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 366,750.00 1,204.630 180,694.50 F) 81 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 1,015.400 304,620.00 F) 82 STRUCTURE EXCAVATION (PUMPING PLANT) M3 90.0000 421,200.00 0.000 0.00 F) 83 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 238,500.00 0.000 0.00 F) 84 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 512,400.00 565.740 45,259.20 1,715.840 137,267.20 F) 85 STRUCTURE EXCAVATION (LAGGING WALL) M3 25.0000 174,100.00 4,738.330 118,458.25 F) 86 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 38,300.00 54.000 5,400.00 259.000 25,900.00 F) 87 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 360,600.00 659.800 49,485.00 F) 88 STRUCTURE BACKFILL (LAGGING WALL) M3 90.0000 225,270.00 133.000 11,970.00 1,164.530 104,807.70 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 294,480.00 305.000 27,450.00 491.590 44,243.10 F) 90 STRUCTURE BACKFILL (TIEBACK WALL) M3 180.0000 1,980.00 0.000 0.00 F) 91 PERVIOUS BACKFILL MATERIAL M3 150.0000 3,405.00 0.000 0.00 92 SAND BACKFILL M3 10.0000 5,200.00 6.890 68.90 70.990 709.90 93 LEAN CONCRETE BACKFILL M3 375.0000 4,875.00 26.000 9,750.00 F) 94 LIGHTWEIGHT MATERIAL M3 350.0000 45,500.00 0.000 0.00 (CELLULAR CONCRETE) 95 EARTH RETAINING STRUCTURE, LOCATION A M2 675.0000 462,375.00 0.000 0.00 F) 96 EARTH RETAINING STRUCTURE, LOCATION B M2 675.0000 219,375.00 0.000 0.00 F) 97 EARTH RETAINING STRUCTURE, LOCATION C M2 675.0000 438,750.00 0.000 0.00 F) 98 EARTH RETAINING STRUCTURE, LOCATION D M2 675.0000 219,375.00 0.000 0.00 F) 99 IMPORTED BORROW M3 10.0000 1,220,000.00 1,214.000 12,140.00 11,706.790 117,067.90 00 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 825,000.00 10,004.300 750,322.50 01 GEOSYNTHETIC REINFORCED EMBANKMENT M2 75.0000 354,750.00 414.250 31,068.75 02 SETTLEMENT INSTRUMENTATION LS 175,000.0000 175,000.00 0.400 70,000.00 03 GROUND IMPROVEMENT M3 190.0000 2,565,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 EROSION CONTROL (NETTING) M2 5.0000 7,500.00 139.000 695.00 S) 05 STRAW (EROSION CONTROL) TONN 550.0000 11,000.00 0.000 0.00 S) 06 FIBER (EROSION CONTROL) KG 1.0000 3,200.00 0.000 0.00 S) 07 FIBER ROLLS M 13.0000 101,400.00 0.000 0.00 S) 08 COMPOST (EROSION CONTROL) M3 350.0000 28,000.00 0.000 0.00 S) 09 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 0.000 0.00 S) 10 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 46,800.00 0.000 0.00 S) 11 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,420.00 0.000 0.00 S) 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 13 50 MM SPRINKLER CONTROL CONDUIT M 15.0000 1,950.00 17.000 255.00 S) 14 75 MM GALVANIZED STEEL PIPE M 75.0000 9,750.00 0.000 0.00 (SUPPLY LINE) 15 NPS 3 SUPPLY LINE (BRIDGE) M 225.0000 53,100.00 0.000 0.00 16 200 MM PLASTIC PIPE (PR200) M 25.0000 14,500.00 114.000 2,850.00 114.000 2,850.00 S) (RECLAIMED WATER) 17 WATER METER EA 4,000.0000 8,000.00 0.000 0.00 S) 18 200 MM CORRUGATED HIGH DENSITY M 146.0000 71,540.00 17.000 2,482.00 S) POLYETHYLENE PIPE CONDUIT 19 450 MM CORRUGATED HIGH DENSITY M 140.0000 4,620.00 0.000 0.00 S) POLYETHYLENE CONDUIT PIPE (RECLAIMED WATER) 20 EXTEND 200 MM CONDUIT M 140.0000 2,520.00 3.000 420.00 S) 21 CLASS 4 AGGREGATE SUBBASE M3 65.0000 2,210,000.00 765.330 49,746.45 7,569.900 492,043.50 22 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 729.100 54,682.50 23 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 979.250 53,858.75 2,048.750 112,681.25 24 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 1,015.000 406,000.00 2,953.140 1,181,256.00 25 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 520.170 117,038.25 26 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 3,778.160 340,034.40 17,955.150 1,615,963.50 27 ASPHALT CONCRETE (OPEN GRADED) TONN 130.0000 1,183,000.00 0.000 0.00 28 ASPHALT CONCRETE BASE (TYPE A) TONN 82.0000 660,100.00 1,693.620 138,876.84 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 6 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.5000 845.00 0.000 0.00 31 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.5000 41,015.00 0.000 0.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.5000 4,225.00 0.000 0.00 33 SHOULDER RUMBLE STRIP STA 200.0000 7,400.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 34 LIQUID ASPHALT (PRIME COAT) TONN 1,500.0000 21,000.00 3.620 5,430.00 3.620 5,430.00 35 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 290.670 111,907.95 290.670 111,907.95 36 SEAL PAVEMENT JOINT M 20.0000 266,000.00 0.000 0.00 37 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 585.0000 2,915,640.00 4,822.150 2,820,957.75 S) PILING 38 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 35,000.00 16.000 11,200.00 S) PILING 39 FURNISH PILING (CLASS 900) M 200.0000 2,102,400.00 10,512.000 2,102,400.00 (ALTERNATIVE W) 40 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,200.0000 554,400.00 367.000 440,400.00 S) 41 FURNISH PILING (CLASS 625) M 100.0000 66,300.00 660.000 66,000.00 42 DRIVE PILE (CLASS 625) EA 1,650.0000 54,450.00 33.000 54,450.00 43 FURNISH PILING (CLASS 625) M 160.0000 2,150,400.00 10,955.000 1,752,800.00 (ALTERNATIVE W) 44 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,000.0000 626,000.00 0.000 0.00 S) 45 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 670.0000 391,280.00 245.300 164,351.00 PILING (610 MM) 46 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,000.0000 96,000.00 14.000 56,000.00 S) PILE (610 MM) 47 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.000 0.00 S) 48 TIEBACK ANCHOR EA 2,600.0000 213,200.00 12.000 31,200.00 49.000 127,400.00 S) 49 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,015,850.00 477.600 262,680.00 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 725.000 797,500.00 1,343.230 1,477,553.00 F) 51 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 45.300 43,035.00 1,903.980 1,808,781.00 F) 52 STRUCTURAL CONCRETE, SOUND WALL FOOTING M3 1,500.0000 19,500.00 0.000 0.00 F) 53 STRUCTURE CONCRETE (PUMPING PLANT) M3 880.0000 633,600.00 0.000 0.00 F) 54 STRUCTURAL CONCRETE, BARRIER SLAB M3 640.0000 305,280.00 0.000 0.00 F) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 48,000.00 0.000 0.00 F) (TYPE EQ) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 431,100.00 0.000 0.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 CLASS A CONCRETE (BOX CULVERT) M3 6,500.0000 78,000.00 0.000 0.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 929,250.00 46.170 80,797.50 94.730 165,777.50 F) 59 MINOR CONCRETE (PILE CAP) M3 950.0000 214,700.00 64.000 60,800.00 F) 60 INSTALL PERCAST MEDALLION PANEL EA 5,000.0000 20,000.00 0.000 0.00 61 ARCHITECTURAL TREATMENT M2 85.0000 427,295.00 136.000 11,560.00 2,584.200 219,657.00 F) 62 DRILL AND BOND DOWEL M 85.0000 8,755.00 4.400 374.00 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 0.000 0.00 S) GIRDER (25 M - 30 M) 64 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 35,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 65 ERECT PRECAST CONCRETE GIRDER EA 5,000.0000 20,000.00 0.000 0.00 S) 66 CONCRETE CLOSURE WALL M2 700.0000 196,000.00 0.000 0.00 F) 67 REFINISH BRIDGE DECK M2 250.0000 13,500.00 0.000 0.00 68 SOUND WALL (MASONRY BLOCK) M2 220.0000 1,066,780.00 0.000 0.00 SF) 69 PTFE BEARING EA 5,300.0000 169,600.00 11.000 58,300.00 14.000 74,200.00 S) 70 JOINT SEAL (MR 30 MM) M 330.0000 1,980.00 0.000 0.00 S) 71 JOINT SEAL (MR 15 MM) M 250.0000 5,750.00 0.000 0.00 S) 72 JOINT SEAL ASSEMBLY (MR 90 MM) M 800.0000 34,400.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 100 MM) M 875.0000 60,375.00 0.000 0.00 S) 74 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 0.000 0.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 272,144.000 544,288.00 536,473.650 1,072,947.30 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 8,642.000 17,284.00 657,576.610 1,315,153.22 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,534.00 0.000 0.00 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.5000 211,500.00 0.000 0.00 SF) 79 SHOTCRETE M3 1,050.0000 129,150.00 36.460 38,283.00 75.220 78,981.00 F) 80 TREAT BRIDGE DECK M2 2.1000 10,584.00 0.000 0.00 81 FURNISH BRIDGE DECK TREATMENT MATERIAL L 24.0000 54,960.00 0.000 0.00 (LOW ODOR) 82 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 93,184.00 0.000 0.00 F) WITH WALKWAY) 83 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 46,592.00 0.000 0.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 8 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 1,369,800.00 0.000 0.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 0.000 0.00 SF) 86 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 0.000 0.00 87 FURNISH LAMINATED PANEL SIGN M2 185.0000 13,690.00 0.000 0.00 (25.4 MM-TYPE A) 88 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 6,075.00 0.000 0.00 (1.6 MM-UNFRAMED) 89 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 0.000 0.00 (2.0 MM-UNFRAMED) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 171.0000 1,710.00 0.000 0.00 (1.6 MM-FRAMED) 91 FURNISH SINGLE SHEET ALUMINUM SIGN M2 185.0000 925.00 0.000 0.00 (2.0 MM-FRAMED) 92 1372 MM CAST-IN-DRILLED-HOLE M 4,675.0000 341,275.00 7.000 32,725.00 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 94 METAL (BARRIER MOUNTED SIGN) KG 75.0000 8,250.00 0.000 0.00 F) 95 METAL (SOUND WALL MOUNTED SIGN) KG 75.0000 52,500.00 0.000 0.00 F) 96 ROADSIDE SIGN - ONE POST EA 350.0000 28,000.00 1.000 350.00 97 ROADSIDE SIGN - TWO POST EA 725.0000 7,250.00 0.000 0.00 98 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 440.00 0.000 0.00 METHOD) 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 105.0000 4,515.00 0.000 0.00 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 580.0000 1,850,200.00 367.020 212,871.60 657.960 381,616.80 01 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 4.000 2,360.00 12.500 7,375.00 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 50.290 32,688.50 576.530 374,744.50 03 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 123.140 81,272.40 04 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 3,360.00 36.480 25,536.00 05 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 850.0000 680,000.00 0.000 0.00 06 900 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 950.0000 15,200.00 0.000 0.00 07 975 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 1,000.00 0.000 0.00 08 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 195,000.00 18.290 23,777.00 18.290 23,777.00 (TYPE A) 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 81,900.00 48.820 63,466.00 (TYPE B) 10 1200 MM ALTERNATIVE PIPE CULVERT M 1,400.0000 92,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 150 MM PLASTIC PIPE M 200.0000 26,000.00 0.000 0.00 12 200 MM PLASTIC PIPE M 260.0000 8,840.00 0.000 0.00 13 300 MM PLASTIC PIPE M 260.0000 24,960.00 0.000 0.00 14 457 MM HIGH DENSITY POLYETHYLENE PIPE M 500.0000 6,500.00 13.000 6,500.00 (OPEN TRENCH) 15 533 MM HIGH DENSITY POLYETHYLENE PIPE M 525.0000 115,500.00 153.000 80,325.00 (OPEN TRENCH) 16 762 MM HIGH DENSITY POLYETHYLENE PIPE M 550.0000 29,150.00 53.000 29,150.00 CONCRETE CASING (OPEN TRENCH) 17 457 MM POLYVINYL CHLORIDE PIPE M 590.0000 147,500.00 0.000 0.00 (OPEN TRENCH) 18 900 MM REINFORCED CONCRETE PRESSURE M 800.0000 152,000.00 131.700 105,360.00 PIPE (CLASS III) 19 1050 MM REINFORCED CONCRETE PRESSURE M 750.0000 60,000.00 80.500 60,375.00 PIPE (CLASS III) 20 JACKED 300 MM REINFORCED CONCRETE PIPE M 3,500.0000 140,000.00 0.000 0.00 (UNDERDRAIN) 21 JACKED 450 MM REINFORCED CONCRETE PIPE M 4,000.0000 144,000.00 0.000 0.00 (CLASS III) 22 JACKED 1200 MM REINFORCED CONCRETE PIPE M 5,000.0000 200,000.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 23 JACKED 1500 MM REINFORCED CONCRETE PIPE M 4,800.0000 360,000.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 24 300 MM CORRUGATED STEEL PIPE M 200.0000 24,000.00 18.290 3,658.00 18.290 3,658.00 25 525 MM X 375 MM CORRUGATED STEEL PIPE M 400.0000 1,120.00 4.570 1,828.00 ARCH (2.01 MM THICK) 26 GEOCOMPOSITE DRAIN M2 11.0000 5,489.00 564.420 6,208.62 27 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 163,800.00 963.000 33,705.00 28 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 26,000.00 41.000 4,100.00 29 DRAINAGE WICK M 10.0000 911,000.00 51,051.010 510,510.10 30 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 1,275,000.00 1,498.140 112,360.50 5,624.700 421,852.50 31 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 29.300 1,611.50 498.540 27,419.70 32 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 216,000.00 196.560 15,724.80 993.290 79,463.20 33 300 MM ALTERNATIVE PIPE UNDERDRAIN M 100.0000 9,500.00 0.000 0.00 34 450 MM ALTERNATIVE SLOTTED PIPE M 400.0000 388,000.00 110.990 44,396.00 110.990 44,396.00 35 450 MM CORRUGATED STEEL PIPE RISER M 1,400.0000 1,120.00 0.000 0.00 (2.01 MM THICK) 36 WELDED STEEL PIPE CASING (BRIDGE) M 360.0000 23,760.00 0.000 0.00 37 305 MM WELDED STEEL PIPE M 3,800.0000 311,600.00 0.000 0.00 (BURIED PIPE) PROGRAM CAS145 PAGE 10 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 305 MM WELDED STEEL PIPE M 550.0000 42,900.00 0.000 0.00 (IN BRIDGE) 39 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 3,000.00 0.000 0.00 40 900 MM PRECAST CONCRETE PIPE INLET M 1,200.0000 4,800.00 0.000 0.00 41 203 MM HIGH DENSITY POLYETHYLENE PIPE M 3,250.0000 74,750.00 23.000 74,750.00 (JACK AND BORE) 42 533 MM HIGH DENSITY POLYETHYLENE PIPE M 4,500.0000 382,500.00 30.100 135,450.00 81.910 368,595.00 (MICROTUNNELING) 43 457 MM DUCTILE IRON PIPE M 6,000.0000 1,020,000.00 86.700 520,200.00 86.700 520,200.00 (MICROTUNNELING) 44 CONSTRUCT MANHOLE (SEWER) EA 10,600.0000 84,800.00 5.000 53,000.00 45 ROCK SLOPE PROTECTION M3 150.0000 7,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 46 SLOPE PAVING (CONCRETE) M3 3,000.0000 21,000.00 0.000 0.00 F) 47 GABION-FACED REINFORCED EMBANKMENT M3 273.0000 297,570.00 924.010 252,254.73 48 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,920.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 546,000.00 46.340 32,438.00 233.360 163,352.00 CONSTRUCTION) 50 MINOR CONCRETE (GUTTER) M3 750.0000 83,250.00 10.000 7,500.00 F) 51 MINOR CONCRETE (BROOM FINISH) M3 600.0000 168,000.00 14.260 8,556.00 14.260 8,556.00 52 DRAINAGE PUMPING EQUIPMENT LS 260,000.0000 260,000.00 0.000 0.00 S) 53 PUMPING PLANT ELECTRICAL EQUIPMENT LS 200,000.0000 200,000.00 0.000 0.00 S) 54 MISCELLANEOUS IRON AND STEEL KG 7.0000 324,632.00 3,996.000 27,972.00 6,951.000 48,657.00 SF) 55 MISCELLANEOUS METAL KG 10.0000 17,420.00 255.000 2,550.00 1,147.000 11,470.00 SF) 56 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 42,000.00 0.000 0.00 SF) 57 MISCELLANEOUS METAL (RESTRAINER) KG 45.0000 15,975.00 0.000 0.00 SF) 58 PUMPING PLANT METAL WORK KG 10.0000 104,000.00 0.000 0.00 SF) 59 CHAIN LINK FENCE (TYPE CL-0.9, M 75.0000 19,500.00 73.170 5,487.75 S) VINYL-CLAD) 60 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 58,500.00 117.300 17,595.00 SF)VINYL-CLAD) 61 WOOD FENCE M 150.0000 22,500.00 0.000 0.00 S) 62 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 0.000 0.00 S) 63 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0.00 S) 64 5.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 5.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) 66 SURVEY MONUMENT (TYPE D) EA 1,000.0000 12,000.00 0.000 0.00 67 MILEPOST MARKER EA 40.0000 320.00 0.000 0.00 68 DRAINAGE INLET MARKER EA 75.0000 2,400.00 0.000 0.00 69 OBJECT MARKER (TYPE K-1) EA 30.0000 120.00 0.000 0.00 70 OBJECT MARKER (TYPE L-1) EA 40.0000 1,480.00 0.000 0.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 86,700.00 0.000 0.00 S) 72 CHAIN LINK RAILING (TYPE 7) M 150.0000 89,250.00 0.000 0.00 SF) 73 CONCRETE BARRIER (TYPE 25) M 250.0000 18,750.00 0.000 0.00 F) 74 CONCRETE BARRIER (TYPE 26) M 490.0000 103,880.00 0.000 0.00 F) 75 DOUBLE THRIE BEAM BARRIER M 225.0000 13,500.00 0.000 0.00 S) 76 REPLACE CONCRETE BARRIER (PULL BOX) M 1,000.0000 11,000.00 0.000 0.00 S) 77 CABLE RAILING M 80.0000 3,200.00 0.000 0.00 SF) 78 TRANSITION RAILING (TYPE WB) EA 4,200.0000 79,800.00 1.000 4,200.00 1.000 4,200.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 0.000 0.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 0.000 0.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 1.000 3,000.00 1.000 3,000.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 0.000 0.00 S) 83 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 S) 84 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 400.00 0.000 0.00 S) 85 CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 0.000 0.00 S) 86 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 0.000 0.00 S) 87 CONCRETE BARRIER (TYPE 60) M 330.0000 277,200.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 0.000 0.00 F) PROGRAM CAS145 PAGE 12 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 CONCRETE BARRIER (TYPE 742 MOD) M 315.0000 171,360.00 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 736A) M 220.0000 36,300.00 0.000 0.00 F) 94 CONCRETE BARRIER (TYPE 736A MOD) M 265.0000 94,605.00 81.000 21,465.00 81.000 21,465.00 F) 95 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 0.000 0.00 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 0.000 0.00 S) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4500 857.50 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 34,807.50 0.000 0.00 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 18,120.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 156.75 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 1,749.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 02 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 120.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 21,390.00 0.000 0.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 0.000 0.00 S) 05 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.039 3,900.00 0.039 3,900.00 S) 06 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.207 28,980.00 0.207 28,980.00 S) 07 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.685 137,000.00 S) 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 0.111 19,980.00 0.765 137,700.00 S) 09 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 0.035 1,750.00 S) 10 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.068 13,600.00 0.244 48,800.00 S) (STAGE CONSTRUCTION) 11 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 0.026 19,760.00 0.130 98,800.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.037 29,600.00 0.063 50,400.00 S) 13 CAMERA UNIT EA 7,000.0000 42,000.00 0.000 0.00 S) 14 PAN/TILT UNIT EA 5,000.0000 30,000.00 0.000 0.00 S) 15 CAMERA CONTROL UNIT EA 5,700.0000 22,800.00 0.000 0.00 S) 16 VIDEO ENCODER UNIT EA 35,000.0000 140,000.00 0.000 0.00 S) 17 INTEGRATED SERVICES DIGITAL NETWORK EA 600.0000 2,400.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 18 EXTINGUISHABLE MESSAGE SIGN PANEL EA 8,000.0000 72,000.00 8.750 70,000.00 8.750 70,000.00 S) (LED) PROGRAM CAS145 PAGE 13 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 18,000.00 0.000 0.00 S) WIRELESS MODEM ASSEMBLY 20 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 1,000.0000 4,000.00 0.000 0.00 S) SENSOR UNIT 21 FIBER OPTIC CONDUIT LS 400,000.0000 400,000.00 0.380 152,000.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 TEMPORARY CULVERT M 162.0000 42,120.00 206.500 33,453.00 24 TEMPORARY INLET EA 1,260.0000 12,600.00 3.000 3,780.00 25 TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 4.000 1,000.00 26 TMEPORARY CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 0.000 0.00 27 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 74,820.00 176.900 76,067.00 S) PILING 28 300 MM ALTERNATIVE PIPE CULVERT M 125.0000 1,000.00 0.000 0.00 29 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,630.0000 471,900.00 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 30 450 MM CORRUGATED STEEL PIPE M 400.0000 1,200.00 0.000 0.00 (1.63 MM THICK) 31 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,250.00 0.000 0.00 32 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 4,800.00 0.000 0.00 33 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 34 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 0.000 0.00 35 BRIDGE REMOVAL (PORTION), LOCATION I LS 35,000.0000 35,000.00 1.000 35,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION K LS 135,000.0000 135,000.00 0.000 0.00 38 1500 MM ALTERNATIVE PIPE CULVERT M 750.0000 10,500.00 0.000 0.00 39 450 MM CORRUGATED STEEL PIPE M 650.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 40 SLOPE PAVING (MASONRY BLOCK) M2 270.0000 891,810.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 60E MODIFIED) M 660.0000 72,600.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 736B) M 535.0000 85,600.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 10/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:57 AM ESTIMATE NO. 12 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 10/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,636,325.90 37,035,036.68 ADJUSTMENT OF COMPENSATION 16,086.67 446,649.56 EXTRA WORK 204,505.05 1,873,537.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,856,917.62 39,355,223.53 43 MOBILIZATION LS 2000,000.0000 12,000,000.00 0.950 11,400,000.00 ORIGINAL CONTRACT AMOUNT 138,440,897.75 TOTAL WORK COMPLETED 4,856,917.62 50,755,223.53 MATERIALS ON HAND ON SITE 1,327,569.81 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,228.40 TOTAL 4,856,917.62 52,078,564.94 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 09/28/07 938 10/26/07 10/26/07 04/18/11 198 45 0 2 36% 24% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/08