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 08/24/09 EST. NO.22 TIME 08:59 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 0285 435.89 E.W. @ F.A.(+) 052809 N SSS-60 0286-1 -2,963.63 022409 N RBI-67 DAO CORRECTING ENTRY 0288 1,449.00 051509 N RBI-69 0293-1 -3,630.00 012109 N SSS-12 DAO CORRECTING ENTRY 0296 287.09 070809 Y 1335.0 0297 406.16 063009 Y 1336.0 0298 337.92 070109 Y 1337.0 0299 442.17 070209 Y 1338.0 0300 337.92 070609 Y 1339.0 0301 337.92 070709 Y 1340.0 0302 345.32 062309 Y 1341.0 0303 1,732.41 042909 N 501167 0304 691.80 050509 N 501211 0305 229.94 050709 N 501171 0306 418.12 051409 N 501172 0307 122.89 051509 N 501173 0308 749.41 051509 N 501174 0309 435.28 051509 N 501175 0310 289.87 051809 N 501177 0311 1,901.44 052209 N 501178 0312 219.99 052609 N 501179 0313 246.99 052209 N 501180 0314 246.99 052709 N 501181 0315 295.16 051809 N 501182 0316 185.24 052809 N 501183 0317 2,693.61 052909 N 501184 0318 28.74 060309 N 501185 0319 229.94 060509 N 501186 0320 229.94 060509 N 501187 0321 86.23 060609 N 501188 0322 229.94 060809 N 501189 0323 28.74 060809 N 501190 0324 518.59 060909 N 501191 0325 197.31 060909 N 501192 0326 315.70 061009 N 501193 0327 157.85 061109 N 501194 0328 315.70 061209 N 501195 0329 315.70 061509 N 501196 0330 229.94 061609 N 501197 0331 98.66 061709 N 501198 0332 172.46 061809 N 501199 0333 429.66 061909 N 501200 0334 172.46 062309 N 501201 0335 86.23 062409 N 501202 0336 314.22 062509 N 501203 0337 171.39 062509 N 501204 0338 229.94 070109 N 501205 0339 229.94 070209 N 501207 0340 242.81 070709 N 501208 0341 228.52 070809 N 501210 0342 165.00 070709 N 501209 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 08/24/09 EST. NO.22 TIME 08:59 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 --------------------------------------------------------------------------- 0343 135.69 070209 N 501206 0344 5,595.60 052709 N PHR-10 0345 3,102.64 060509 N PHR-20 0346 1,804.84 062409 N PHR-30 0347 864.15 061909 N RBI-71 0348 1,139.97 060109 N FMG-10 0349 1,030.70 062609 N SSS-70 0350 2,785.86 051509 N MBI-30 0351 147.58 051909 N 501176 0352 349.50 071409 Y 1342.0 0353 971.43 071109 N RBI-73 0355 341.97 052709 Y 1230.0 0356 206.10 052609 Y 1232.0 0357 811.72 052609 Y 1233.0 0371 231.00 071309 N 1389.0 003 0039 300.00 E.W. @ F.A.(+) 063009 N 1393.0 004 0017 662.50 E.W. @ F.A.(+) 061109 N 1391.0 005 0121 686.13 E.W. @ F.A.(+) 060209 N 502-52 0122 322.30 072109 N 502-53 016 0022 572.02 E.W. @ F.A.(+) 042309 N 511-14 018 0013 99.00 E.W. @ F.A.(+) 080409 Y 1394.0 0014 104.50 080509 Y 1395.0 020 0053 710.11 E.W. @ F.A.(+) 060109 N 517-22 0054 803.93 060209 N 517-23 0055 268.05 060409 N 517-24 0056 402.24 061109 N 517-25 0057 965.36 061209 N 517-26 030 0005 2,863.81 E.W. @ F.A.(+) 100908 N 567-10 0006 1,182.32 101008 N 567-20 0007 706.32 101108 N 567.30 0008 8,069.83 102308 N 567-40 0009 2,094.87 102408 N 567-50 034 0007 1,564.50 E.W. @ F.A.(+) 061209 N 1388.0 043 0001 615.76 E.W. @ F.A.(+) 052809 N 598-20 0002 3,398.94 051909 N 598-10 045 0002 2,952.99 E.W. @ F.A.(+) 121008 N 581-10 0003 114.97 121208 N 581-20 0004 1,087.46 121508 N 581-30 0005 4,432.75 020209 N 581-40 0006 1,640.49 062909 N 581-50 0007 822.44 063009 N 581-60 049 0012 1,860.17 E.W. @ F.A.(+) 060909 N 543-12 0013 7,734.11 061009 N 543-13 0014 194.72 061209 N 543-14 059 0034 1,354.74 E.W. @ F.A.(+) 052609 N 540-26 0035 837.80 052709 N 540-27 0036 681.14 052909 N 540-28 0037 640.06 060109 N 540-29 0038 1,255.26 060309 N 540-30 063 0001 7,460.23 E.W. @ F.A.(+) 050809 N 595-10 0002 760.74 051109 N 595-20 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 08/24/09 EST. NO.22 TIME 08:59 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 --------------------------------------------------------------------------- 0003 6,697.12 051509 N 595-30 0004 1,467.28 052109 N 595-40 069 0024 3,298.25 E.W. @ F.A.(+) 042309 N FMG-10 0025 9,614.22 051509 N FMG-20 0026 2,861.90 051509 N 568-60 078 0034 616.97 E.W. @ F.A.(+) 041409 N 571-40 081 0004 2,625.00 E.W. @ F.A.(+) 120808 N 988.00 093 0001 5,263.94 E.W. @ F.A.(+) 031709 N 587-70 0002 8,776.16 031209 N 587-10 0003 2,114.17 031309 N 587-20 0004 2,114.17 031609 N 587-30 0005 2,957.81 031809 N 587-40 0006 3,114.47 031909 N 587-50 0007 2,390.59 032009 N 587-60 0009 634.73 032409 N 587-90 099 0007 1,938.38 A.C. @ F.A.(+) 041709 N 593-R1 0008 3,144.07 041809 N 593-29 0009 2,811.44 041809 N 593-39 0010 1,538.51 041909 N 593-59 0011 6,488.90 041909 N 593-49 0012 4,418.54 042009 N 593-69 102 0001 69,963.75 E.W. @ L.S.(+) 063009 N 102-10 0003 2,964.61 E.W. @ F.A.(+) 060509 N 102-30 0004 3,090.19 060409 N 102-29 103 0001 509.74 E.W. @ F.A.(+) 050109 N SAN-10 0002 8,001.85 050409 N SAN-20 0003 3,086.88 050509 N SAN-30 0004 15,789.75 050709 N SAN-40 0005 5,060.30 050809 N SAN-50 0006 3,966.39 051109 N SAN-60 104 0001 455.30 E.W. @ F.A.(+) 050209 Y 1200.0 0002 1,845.85 050309 Y 1201.0 0003 3,811.26 050309 N 1327 0 0004 5,985.00 061509 N 1326.0 106 0001 8,063.00 A.C. @ L.S.(+) 063009 N 106-10 107 0001 2,679.14 E.W. @ F.A.(+) 051509 N FMG-10 108 0001 1,038.84 E.W. @ F.A.(+) 051509 N 1250.0 0002 546.02 051509 N 1251.0 0003 3,910.94 061109 Y 1329.0 0004 722.59 060909 N RBI-70 0005 2,656.94 070909 Y 1391.0 114 0001 442.15 E.W. @ F.A.(+) 052909 N 5100-1 0002 1,618.21 052909 N 5100-2 0003 245.69 060209 N 5100-3 0004 3,572.57 060209 N PF-010 318,325.40 TOTAL THIS ESTIMATE 4,348,760.56 TOTAL PREVIOUS ESTIMATE 4,667,085.96 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 08/24/09 EST. NO.22 TIME 08:59 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 LABOR COMPLIANCE -10,000.00 18 LABOR COMPLIANCE 11,928.40 21 0.00 -2,300.00 TOTAL DEDUCTIONS 0.00 -2,300.00 PROGRAM CAS145 PAGE 1 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 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 0.028 518,000.00 0.452 8,362,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 100.0000 50,000.00 723.250 72,325.00 S) 04 TEMPORARY FENCE M 150.0000 153,000.00 1,028.140 154,221.00 S) (TYPE CL-1.8, SLATTED) 05 TEMPORARY FENCE (TYPE ESA) M 35.0000 45,500.00 844.400 29,554.00 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 0.028 12,600.00 0.556 250,200.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.025 16,250.00 0.550 357,500.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 5,732.280 103,181.04 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 30,000.00 27.000 81,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 50,000.00 35.000 175,000.00 12 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 4.000 3,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 120.000 39,600.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 56,665.600 36,832.64 (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 0.900 90,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 1900,000.0000 1,900,000.00 0.028 53,200.00 0.444 843,600.00 S) 18 TYPE III BARRICADE EA 150.0000 1,050.00 36.000 5,400.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 18,850.00 6.557 426.21 213.457 13,874.71 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 1,509.090 6,036.36 69,470.400 277,881.60 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 803.000 16,863.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 39.000 234.00 14,746.000 88,476.00 S) PROGRAM CAS145 PAGE 2 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 10,800.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 72,000.00 0.100 1,800.00 2.200 39,600.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 481.590 12,039.75 26,782.060 669,551.50 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 21.000 9,450.00 1,289.000 580,050.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 469.380 6,101.94 22,014.280 286,185.64 S) 28 ABANDON CULVERT M 25.0000 66,500.00 91.350 2,283.75 903.840 22,596.00 29 ABANDON INLET EA 850.0000 52,700.00 22.000 18,700.00 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 23,520.00 110.000 4,620.00 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 1,257.800 18,867.00 35 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 1,551.720 54,310.20 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 8,651.700 103,820.40 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 18,395.983 73,583.93 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 130.130 3,903.90 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 6.000 12.00 8,879.000 17,758.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 40.000 5,000.00 43 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 5.000 23,000.00 S) 44 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 4.000 16,240.00 S) 45 REMOVE CULVERT M 117.0000 38,610.00 21.730 2,542.41 568.508 66,515.44 46 REMOVE INLET EA 812.0000 19,488.00 21.000 17,052.00 47 REMOVE HEADWALL EA 1,300.0000 11,700.00 12.000 15,600.00 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 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 9,000.00 54 MODIFY INLET EA 2,500.0000 60,000.00 8.000 20,000.00 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 22,140.00 216.590 26,640.57 59 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 0.000 0.00 60 REMOVE CONCRETE CURB M3 111.0000 21,090.00 703.170 78,051.87 61 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 2,940.000 129,360.00 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 7.000 10,500.00 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 0.500 300,000.00 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 1.000 21,000.00 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 0.550 13,612.50 76 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 2,126.350 76,548.60 142,568.270 5,132,457.72 PROGRAM CAS145 PAGE 4 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,458.660 628,842.48 (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 74.250 11,137.50 1,342.880 201,432.00 F) 81 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 236.580 70,974.00 1,922.120 576,636.00 F) 82 STRUCTURE EXCAVATION (PUMPING PLANT) M3 90.0000 421,200.00 4,680.000 421,200.00 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 2,610.100 208,808.00 F) 85 STRUCTURE EXCAVATION (LAGGING WALL) M3 25.0000 174,100.00 6,122.330 153,058.25 F) 86 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 38,300.00 383.000 38,300.00 F) 87 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 360,600.00 212.410 15,930.75 1,441.710 108,128.25 F) 88 STRUCTURE BACKFILL (LAGGING WALL) M3 90.0000 225,270.00 2,183.000 196,470.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 294,480.00 2,685.000 241,650.00 F) 90 STRUCTURE BACKFILL (TIEBACK WALL) M3 180.0000 1,980.00 11.000 1,980.00 11.000 1,980.00 F) 91 PERVIOUS BACKFILL MATERIAL M3 150.0000 3,405.00 5.000 750.00 92 SAND BACKFILL M3 10.0000 5,200.00 92.300 923.00 236.240 2,362.40 93 LEAN CONCRETE BACKFILL M3 375.0000 4,875.00 26.000 9,750.00 F) 94 LIGHTWEIGHT MATERIAL M3 350.0000 45,500.00 230.000 80,500.00 (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 1,220,000.00 209.640 2,096.40 25,317.330 253,173.30 00 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 825,000.00 10,004.300 750,322.50 01 GEOSYNTHETIC REINFORCED EMBANKMENT M2 75.0000 354,750.00 340.300 25,522.50 2,074.070 155,555.25 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 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.00 800.000 4,000.00 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 101,400.00 129.720 1,686.36 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 63.000 14,175.00 16 200 MM PLASTIC PIPE (PR200) M 25.0000 14,500.00 184.100 4,602.50 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 25.900 3,781.40 72.900 10,643.40 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 1,069.870 69,541.55 14,906.210 968,903.65 22 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 729.100 54,682.50 23 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 357.660 19,671.30 4,665.770 256,617.35 24 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 223.380 89,352.00 5,342.990 2,137,196.00 25 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 722.940 162,661.50 26 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 883.120 79,480.80 38,971.140 3,507,402.60 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 86.920 7,127.44 2,584.850 211,957.70 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 2,157.730 43,154.60 AREA) PROGRAM CAS145 PAGE 6 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.550 24,825.00 35 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 340.900 131,246.50 1,735.270 668,078.95 36 SEAL PAVEMENT JOINT M 20.0000 266,000.00 2,162.000 43,240.00 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 554,400.00 383.000 459,600.00 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 58.000 58,000.00 130.000 130,000.00 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 18.000 72,000.00 S) PILE (610 MM) 47 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.360 144,000.00 S) 48 TIEBACK ANCHOR EA 2,600.0000 213,200.00 82.000 213,200.00 S) 49 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,015,850.00 125.850 69,217.50 751.200 413,160.00 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 238.800 262,680.00 4,865.410 5,351,951.00 F) 51 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 3,389.680 3,220,196.00 F) 52 STRUCTURAL CONCRETE, SOUND WALL FOOTING M3 1,500.0000 19,500.00 12.160 18,240.00 F) 53 STRUCTURE CONCRETE (PUMPING PLANT) M3 880.0000 633,600.00 172.000 151,360.00 172.000 151,360.00 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 48.000 43,200.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 78,000.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 929,250.00 16.170 28,297.50 209.370 366,397.50 F) 59 MINOR CONCRETE (PILE CAP) M3 950.0000 214,700.00 226.000 214,700.00 F) 60 INSTALL PERCAST MEDALLION PANEL EA 5,000.0000 20,000.00 1.000 5,000.00 61 ARCHITECTURAL TREATMENT M2 85.0000 427,295.00 4,455.200 378,692.00 F) 62 DRILL AND BOND DOWEL M 85.0000 8,755.00 26.600 2,261.00 151.600 12,886.00 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 196,000.00 172.860 121,002.00 172.860 121,002.00 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 2,752.000 605,440.00 SF) 69 PTFE BEARING EA 5,300.0000 169,600.00 20.000 106,000.00 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 20.000 17,500.00 S) 74 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 17.000 5,780.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 61,412.000 122,824.00 987,820.650 1,975,641.30 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 872,840.610 1,745,681.22 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,534.00 1,178.200 3,534.60 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.5000 211,500.00 31,342.000 78,355.00 31,342.000 78,355.00 SF) 79 SHOTCRETE M3 1,050.0000 129,150.00 121.000 127,050.00 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 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,155.000 406,395.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 45,155.000 45,155.00 SF) 86 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 149.000 19,668.00 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 16.750 78,306.25 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 28.600 184,470.00 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 17.040 1,789.20 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 580.0000 1,850,200.00 177.660 103,042.80 1,770.980 1,027,168.40 01 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 93.000 54,870.00 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 71.090 46,208.50 725.110 471,321.50 03 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 132.280 87,304.80 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 82.780 70,363.00 436.220 370,787.00 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 195,000.00 145.690 189,397.00 (TYPE A) 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 81,900.00 15.850 20,605.00 64.670 84,071.00 (TYPE B) 10 1200 MM ALTERNATIVE PIPE CULVERT M 1,400.0000 92,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.800 2,560.00 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 115,500.00 174.000 91,350.00 (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 147,500.00 137.160 80,924.40 (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 73.150 351,120.00 (CLASS III, RUBBER GASKET JOINT) 24 300 MM CORRUGATED STEEL PIPE M 200.0000 24,000.00 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 5,489.00 623.420 6,857.62 27 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 163,800.00 4.270 149.45 1,820.520 63,718.20 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 1,275,000.00 140.560 10,542.00 7,919.790 593,984.25 31 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 262.620 14,444.10 981.860 54,002.30 32 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 216,000.00 1,643.320 131,465.60 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 388,000.00 187.800 75,120.00 445.490 178,196.00 35 450 MM CORRUGATED STEEL PIPE RISER M 1,400.0000 1,120.00 0.910 1,274.00 (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 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 300.00 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 85.000 382,500.00 (MICROTUNNELING) 43 457 MM DUCTILE IRON PIPE M 6,000.0000 1,020,000.00 170.000 1,020,000.00 (MICROTUNNELING) 44 CONSTRUCT MANHOLE (SEWER) EA 10,600.0000 84,800.00 8.000 84,800.00 45 ROCK SLOPE PROTECTION M3 150.0000 7,200.00 2.000 300.00 (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 4.000 80.00 49 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 546,000.00 13.600 9,520.00 293.330 205,331.00 CONSTRUCTION) 50 MINOR CONCRETE (GUTTER) M3 750.0000 83,250.00 16.586 12,439.50 F) 51 MINOR CONCRETE (BROOM FINISH) M3 600.0000 168,000.00 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 1,332.000 9,324.00 13,757.000 96,299.00 SF) 55 MISCELLANEOUS METAL KG 10.0000 17,420.00 1,742.000 17,420.00 SF) 56 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 42,000.00 120.000 1,800.00 120.000 1,800.00 SF) 57 MISCELLANEOUS METAL (RESTRAINER) KG 45.0000 15,975.00 355.000 15,975.00 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 19,500.00 263.180 19,738.50 S) VINYL-CLAD) 60 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 58,500.00 314.300 47,145.00 SF)VINYL-CLAD) 61 WOOD FENCE M 150.0000 22,500.00 80.860 12,129.00 S) 62 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 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 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 40.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 86,700.00 35.240 2,995.40 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 25.590 2,047.20 SF) 78 TRANSITION RAILING (TYPE WB) EA 4,200.0000 79,800.00 5.000 21,000.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 1.000 1,000.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 2.000 6,000.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 4.000 12,000.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 1.000 8,500.00 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 277,200.00 251.520 83,001.60 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 1,200.600 750,375.00 89 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 1,254.730 215,813.56 F) 90 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 82.500 69,300.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 254.000 60,960.00 F) PROGRAM CAS145 PAGE 12 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,360.00 261.000 82,215.00 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 94,605.00 399.540 105,878.10 F) 95 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 50.780 2,539.00 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 1,043.000 1,929.55 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 34,807.50 559.900 2,379.58 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 21,390.00 627.000 1,881.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 531.000 3,186.00 S) 05 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.007 700.00 0.809 80,900.00 S) 06 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.071 9,940.00 0.283 39,620.00 S) 07 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.725 145,000.00 S) 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 0.813 146,340.00 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 0.425 85,000.00 S) (STAGE CONSTRUCTION) 11 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 0.251 190,760.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.170 136,000.00 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 S) (LED) PROGRAM CAS145 PAGE 13 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.098 39,200.00 0.758 303,200.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 TEMPORARY CULVERT M 162.0000 42,120.00 226.500 36,693.00 24 TEMPORARY INLET EA 1,260.0000 12,600.00 4.000 5,040.00 25 TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 5.000 1,250.00 26 TMEPORARY CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 1.000 32,000.00 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 43.880 159,284.40 53.880 195,584.40 (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 3.050 2,287.50 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 76.500 40,927.50 PROGRAM CAS145 PAGE 14 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 08:59 AM ESTIMATE NO. 22 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 08/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,711,149.16 65,257,578.75 ADJUSTMENT OF COMPENSATION 28,402.84 873,901.01 EXTRA WORK 289,922.56 3,793,184.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,029,474.56 69,924,664.71 43 MOBILIZATION LS 2000,000.0000 12,000,000.00 1.000 12,000,000.00 ORIGINAL CONTRACT AMOUNT 138,440,897.75 TOTAL WORK COMPLETED 3,029,474.56 81,924,664.71 MATERIALS ON HAND ON SITE 1,822,933.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,300.00 TOTAL 3,029,474.56 83,745,298.50 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 06/28/11 362 95 0 2 56% 44% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/24/09