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 01/20/06 EST. NO.12 TIME 08:37 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 0111 200.38 E.W. @ F.A.(+) 112205 N 0517.0 0114 38.46 102505 N 0480.0 0115 38.46 102605 N 0481.0 0118 80.95 110305 N 0487.0 0120 130.06 111405 N 0495.0 0122 196.56 111805 N 0508.0 0123 210.99 111905 N 0510.0 0124 210.99 112005 N 0511.0 0125 182.12 112105 N 0516.0 0126 196.56 112205 N 0518.0 0127 196.56 112305 N 0521.0 0128 372.89 112405 N 0523.0 0129 342.43 112505 N 0524.0 0130 372.89 112605 N 0525.0 0131 444.54 112705 N 0526.0 0132 196.56 112805 N 0528.0 0133 196.56 112905 N 0530.0 0134 196.56 113005 N 0540.0 0135 130.06 121405 N 0549.0 0136 155.11 121305 N 0551.0 0137 210.99 121705 N 0552.0 0138 210.99 121805 N 0553.0 0139 155.11 121505 N 0554.0 0140 196.56 120105 N 0567.0 0141 196.56 120205 N 0568.0 0142 210.99 120305 N 0569.0 0143 210.99 120405 N 0570.0 0144 196.56 120505 N 0571.0 0145 139.86 120605 N 0572.0 0146 130.06 120705 N 0573.0 0147 130.06 120805 N 0574.0 0148 100.19 120805 N 0575.0 0149 200.38 120705 N 0576.0 0150 210.99 121105 N 0577.0 0151 210.99 121005 N 0578.0 0152 132.62 121205 N 0579.0 0153 130.06 120905 N 0580.0 0154 95.48 121505 N 0583.0 0155 200.38 120905 N 0587.0 0156 155.11 121605 N 0588.0 0157 100.19 121505 N 0589.0 0158 163.31 122005 N 0590.0 0159 155.11 121905 N 0591.0 0160 436.68 122505 N 0594.0 0161 508.35 122605 N 0595.0 0162 365.03 122405 N 0596.0 0163 155.11 122305 N 0597.0 0164 155.11 122205 N 0598.0 0165 24.75 090905 N 0331.1 0167 163.31 122805 N 0604.0 0168 163.31 122705 N 0605.0 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 01/20/06 EST. NO.12 TIME 08:37 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0169 155.11 122905 N 0606.0 004 0011 3,225.00 E.W. @ F.A.(+) 102705 N 146310 0012 1,412.50 112305 N 146315 011 0012 1,311.18 E.W. @ F.A.(+) 101605 N 0379.0 0013 4,017.37 101805 N 0381.0 0016 6,240.41 101805 N 0381.1 0018 1,250.40 101705 N 0601.1 014 0001 600.19 E.W. @ F.A.(+) 060205 N 0025.0 0003 575.16 053105 N 0041.0 015 0003 1,848.00 E.W. @ F.A.(+) 052605 N 143907 020 0015 18,888.79 E.W. @ F.A.(+) 070705 N 0061.1 0046 5,513.17 071205 N 0091.0 0067 2,724.87 070705 N 0061.0 0085 3,023.59 073105 N 0188.0 0087 3,050.45 070805 N 0049.1 0088 1,597.85 070805 N 0051.1 0093 2,384.73 072705 N 0168.0 0097 751.40 072905 N 0172.0 0098 1,113.45 072905 N 0174.0 0101 3,155.91 080105 N 0177.0 0192 3,866.98 091705 N 0298.0 0193 167.10 091205 N 0301.0 0194 167.10 091305 N 0302.0 0196 785.08 091505 N 0306.0 0197 802.82 080105 N 0177.1 0198 1,930.95 080205 N 0178.1 0199 1,088.74 080205 N 0179.1 0201 1,132.74 080305 N 0196.1 0202 226.12 101805 N 0382.0 0203 226.12 101705 N 0383.0 0204 38.19 090905 N 0384.0 0205 38.19 091405 N 0385.0 0206 1,685.76 090805 N 0346.0 0207 1,013.89 090705 N 0347.0 0208 3,049.54 091205 N 0348.0 0209 2,717.16 091305 N 0349.0 0210 2,384.28 092105 N 0350.0 0211 1,370.98 092805 N 0351.0 0212 506.88 100305 N 0352.0 0213 985.43 100405 N 0353.0 0214 985.43 100505 N 0355.0 0215 363.62 100605 N 0356.0 0216 226.12 101005 N 0357.0 0217 1,251.84 101105 N 0358.0 0218 760.90 101205 N 0360.0 0219 226.12 101305 N 0361.0 0220 202.84 091905 N 0363.0 0221 1,508.00 092305 N 0368.0 0222 1,102.74 092605 N 0369.0 0223 38.19 090105 N 0386.0 0224 202.84 091605 N 0387.0 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 01/20/06 EST. NO.12 TIME 08:37 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0225 1,866.64 093005 N 0388.0 0226 942.51 092805 N 0389.0 0227 2,583.68 092205 N 0390.0 0228 1,035.90 092705 N 0392.0 0229 226.12 100705 N 0394.0 0230 226.12 102005 N 0398.0 0231 226.12 101905 N 0399.0 0232 1,370.98 092905 N 0400.0 0233 909.72 092905 N 0401.0 0234 226.12 101405 N 0403.0 0235 226.12 102005 N 0404.0 0236 599.36 102705 N 0468.0 0237 218.46 092005 N 0470.0 0238 226.12 102605 N 0471.0 0239 226.12 111405 N 0472.0 0240 226.12 110805 N 0473.0 0241 226.12 110705 N 0474.0 0242 226.12 110905 N 0475.0 0244 558.63 111105 N 0477.0 0245 1,502.16 093005 N 0478.0 0247 916.17 071205 N 0081.1 0248 2,918.31 071105 N 0088.1 0249 6,990.79 071105 N 0089.1 0250 11,594.51 071305 N 0090.1 0251 8,186.48 071205 N 0095.1 0252 2,065.34 071805 N 0100.1 0255 1,873.41 072205 N 0126.1 0256 502.92 072105 N 0128.1 0257 1,189.32 072505 N 0137.1 0261 1,762.42 072605 N 0159.1 0264 2,617.36 072805 N 0248.0 0266 376.82 070605 N 0405.0 0268 571.90 071405 N 0407.0 0270 2,332.88 071805 N 0409.0 0275 226.12 102505 N 0417.0 0276 363.62 102405 N 0418.0 0278 78.61 072905 N 0433.0 0280 133.01 110205 N 0453.0 0281 3,324.65 110105 N 0483.0 0282 2,828.86 110205 N 0485.0 0283 226.12 111505 N 0497.0 0284 266.00 112205 N 0519.0 0285 226.12 112305 N 0522.0 0286 226.12 112805 N 0529.0 0287 226.12 112905 N 0532.0 0288 226.12 111705 N 0535.0 0289 226.12 113005 N 0539.0 0291 226.12 120505 N 0555.0 0292 226.12 120605 N 0556.0 0293 226.12 120705 N 0557.0 0294 226.12 120805 N 0558.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 01/20/06 EST. NO.12 TIME 08:37 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0295 226.12 120105 N 0561.0 0296 226.12 120205 N 0564.0 0297 3,131.67 121105 N 0559.0 0298 226.12 120905 N 0560.0 0299 226.12 121505 N 0584.0 0300 226.12 121605 N 0585.0 0301 454.92 121405 N 0586.0 0302 598.40 071405 N 0085.1 0303 2,393.60 071805 N 0100.2 0306 1,271.60 071505 N 0142.1 0307 598.40 072705 N 0170.2 0308 1,194.34 073105 N 0188.1 0309 3,281.34 092805 N 0351.1 0310 1,539.37 090105 N 0386.1 025 0002 2,429.72 E.W. @ F.A.(+) 082905 N 0299.0 0003 1,876.60 091905 N 0332.0 0004 1,105.37 092205 N 0365.0 0005 492.67 092305 N 0367.0 0007 2,968.05 102005 N 0397.0 0011 26.05 083005 N 0281.1 028 0001 80,000.00 A.C. @ U.P.(+) 011906 N 0001 0 030 0001 801.51 E.W. @ F.A.(+) 111005 N 0492.0 0005 508.65 111105 N 0592.0 0006 1,138.85 111405 N 0593.0 034 0003 3,313.09 E.W. @ F.A.(+) 111705 N 793101 281,281.84 TOTAL THIS ESTIMATE 410,323.50 TOTAL PREVIOUS ESTIMATE 691,605.34 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 01/20/06 EST. NO.12 TIME 08:37 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 LOCATION PROGRESS ESTIMATE 04-SCL-87-0.0/5.1 ----------------- RGW CONSTRUCTION INC IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.4 KM NORTH OF BRAHNAM LANE LIVERMORE CA 94550 OVERCROSSING TO 0.4 KM NORTH OF VIRGINIA STREET OVERCROSSING FED. AID NO. ACNH-S087(27)E WIDEN ROADWAY AND BRIDGE REPAIR ------------------------------------------------------------------------------------------------------------------------------------ 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 135,000.0000 135,000.00 0.500 67,500.00 02 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 0.650 1,430,000.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 1,560.00 64.400 386.40 64.400 386.40 04 450 MM TEMPORARY CULVERT M 90.0000 4,770.00 53.000 4,770.00 05 PREPARE STORM WATER POLLUTION LS 13,500.0000 13,500.00 0.750 10,125.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.149 5,960.00 0.522 20,880.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 77,000.00 85.000 18,700.00 08 TEMPORARY EROSION CONTROL M2 1.0000 14,000.00 15,392.000 15,392.00 09 TEMPORARY INLET EA 1,000.0000 2,000.00 2.000 2,000.00 10 TEMPORARY SILT FENCE M 4.0000 24,000.00 642.000 2,568.00 2,108.500 8,434.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 -7.000 -10,500.00 12.000 18,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 33,000.00 -4.000 -8,800.00 15.000 33,000.00 13 TEMPORARY COVER M2 4.0000 25,000.00 3,600.000 14,400.00 6,250.000 25,000.00 14 FISH FRIENDLY DIVERSION LS 135,000.0000 135,000.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 57,000.0000 57,000.00 0.180 10,260.00 0.700 39,900.00 S) 16 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.050 11,500.00 0.700 161,000.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 310.00 0.000 0.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 181,500.00 35,827.730 107,483.19 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 3,400.00 47.000 470.00 20 TEMPORARY PAVEMENT MARKER EA 10.0000 126,000.00 7,183.000 71,830.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 550.0000 2,200.00 3.000 1,650.00 S) 22 TEMPORARY RAILING (TYPE K) M 18.0000 477,990.00 30.000 540.00 12,921.980 232,595.64 PROGRAM CAS145 PAGE 2 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 100.0000 57,000.00 3.000 300.00 257.000 25,700.00 S) 24 ABANDON CULVERT EA 1,500.0000 6,000.00 2.000 3,000.00 25 ABANDON RISER EA 650.0000 5,850.00 3.000 1,950.00 26 ABANDON PIEZOMETER EA 400.0000 4,000.00 1.000 400.00 27 REMOVE SECURITY FENCE M 50.0000 1,100.00 0.000 0.00 28 REMOVE CHAIN LINK FENCE M 15.0000 26,700.00 277.000 4,155.00 29 REMOVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 27,100.00 4,924.000 4,924.00 31 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 24,400.00 4,053.180 4,053.18 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 8,440.00 16,826.570 33,653.14 33 REMOVE PAVEMENT MARKER EA 1.0000 12,300.00 5,733.000 5,733.00 34 REMOVE ROADSIDE SIGN EA 80.0000 2,000.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 3,000.0000 24,000.00 6.000 18,000.00 36 REMOVE FRAMED SIGN PANEL EA 900.0000 11,700.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE M 2.0000 820.00 0.000 0.00 38 REMOVE 40 MM PVC WATERLINE M 35.0000 1,050.00 0.000 0.00 39 REMOVE CULVERT M 85.0000 119,850.00 57.000 4,845.00 252.890 21,495.65 40 REMOVE UNDERDRAIN M 45.0000 76,950.00 1,482.000 66,690.00 41 REMOVE INLET EA 650.0000 31,850.00 3.000 1,950.00 12.000 7,800.00 42 REMOVE HEADWALL EA 3,500.0000 3,500.00 0.000 0.00 43 REMOVE MANHOLE EA 1,400.0000 1,400.00 0.000 0.00 44 REMOVE 750 MM VCP SEWER PIPE M 1,400.0000 67,200.00 37.000 51,800.00 45 REMOVE CONCRETE PAVEMENT M2 15.0000 6,150.00 0.000 0.00 46 REMOVE BASE AND SURFACING M3 60.0000 2,160.00 0.000 0.00 47 SALVAGE METAL BEAM GUARD RAILING M 15.0000 29,550.00 541.000 8,115.00 48 RECONSTRUCT CHAIN LINK RAILING M 15.0000 840.00 0.000 0.00 S) 49 ADJUST INLET EA 715.0000 22,880.00 16.000 11,440.00 PROGRAM CAS145 PAGE 3 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 990 MM PLASTIC PIPE LINER (SDR=32.5) M 595.0000 416,500.00 716.280 426,186.60 51 450 MM CURED IN PLACE PIPE M 440.0000 167,200.00 365.600 160,864.00 52 600 MM CURED IN PLACE PIPE M 530.0000 148,400.00 272.100 144,213.00 53 750 MM CURED IN PLACE PIPE M 820.0000 114,800.00 131.600 107,912.00 54 1350 MM CURED IN PLACE PIPE M 1,345.0000 147,950.00 105.000 141,225.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 32,600.00 0.000 0.00 S) 56 REMOVE CONCRETE M3 160.0000 17,600.00 2.670 427.20 65.210 10,433.60 57 REMOVE CONCRETE BARRIER M 27.0000 72,360.00 964.100 26,030.70 58 REMOVE SLOPE PROTECTION (ROCK) M3 21.0000 4,935.00 0.000 0.00 59 REMOVE SLOPE PROTECTION M3 85.0000 6,545.00 0.000 0.00 (SACKED CONCRETE) 60 CLEAN BRIDGE DECK M2 4.0000 25,320.00 0.000 0.00 61 REMOVE AUTOMATIC DRAINAGE GATE EA 190.0000 190.00 0.000 0.00 62 CLEANOUT EXISTING DRAINAGE FACILITY EA 3,300.0000 6,600.00 0.000 0.00 63 ACCESS OPENING, SOFFIT EA 1,650.0000 6,600.00 2.000 3,300.00 64 REMOVE CRASH CUSHION (SAND FILLED) EA 270.0000 270.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 42,500.0000 42,500.00 1.000 42,500.00 66 BRIDGE REMOVAL (PORTION), LOCATION B LS 57,300.0000 57,300.00 1.000 57,300.00 67 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION D LS 37,300.0000 37,300.00 1.000 37,300.00 69 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,500.0000 45,500.00 1.000 45,500.00 70 BRIDGE REMOVAL (PORTION), LOCATION F LS 21,800.0000 21,800.00 1.000 21,800.00 71 BRIDGE REMOVAL (PORTION), LOCATION G LS 16,500.0000 16,500.00 1.000 16,500.00 72 BRIDGE REMOVAL (PORTION), LOCATION H LS 15,200.0000 15,200.00 1.000 15,200.00 73 BRIDGE REMOVAL (PORTION), LOCATION I LS 3,200.0000 3,200.00 0.000 0.00 74 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,700.0000 2,700.00 0.000 0.00 75 BRIDGE REMOVAL (PORTION), LOCATION K LS 39,000.0000 39,000.00 0.000 0.00 76 BRIDGE REMOVAL (PORTION), LOCATION L LS 28,200.0000 28,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEARING AND GRUBBING LS 108,000.0000 108,000.00 0.950 102,600.00 78 DEVELOP WATER SUPPLY LS 108,000.0000 108,000.00 0.500 54,000.00 79 ROADWAY EXCAVATION M3 17.0000 1,402,500.00 4,483.000 76,211.00 18,103.110 307,752.87 80 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 25.0000 530,000.00 13,779.000 344,475.00 47,629.020 1,190,725.50 ASBESTOS) (RESTRICTED) 81 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 30.0000 147,000.00 -1,354.000 -40,620.00 1,546.000 46,380.00 ASBESTOS) (HAZARDOUS) 82 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 83 ASBESTOS HEALTH AND SAFETY PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 84 DEWATERING LS 20,000.0000 20,000.00 0.300 6,000.00 85 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 921,000.00 357.000 357,000.00 813.000 813,000.00 F) 86 STRUCTURE EXCAVATION (TYPE A) M3 1,500.0000 156,000.00 104.000 156,000.00 F) 87 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 279,540.00 7,873.000 157,460.00 F) 88 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 55,050.00 385.000 28,875.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 24.0000 338,760.00 0.000 0.00 F) 90 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 124,740.00 0.000 0.00 F) WALL) 91 SAND BACKFILL M3 125.0000 4,000.00 4.060 507.50 92 GROUT BACKFILL M3 425.0000 10,625.00 24.600 10,455.00 93 COMPACTION GROUTING M3 540.0000 1,566,000.00 439.100 237,114.00 2,095.000 1,131,300.00 94 DITCH EXCAVATION M3 245.0000 1,225.00 0.000 0.00 95 LIGHTWEIGHT EMBANKMENT MATERIAL M3 67.0000 1,031,800.00 1,816.800 121,725.60 6,526.945 437,305.32 (CELLULAR CONCRETE) 96 EROSION CONTROL (BLANKET) M2 6.0000 9,840.00 0.000 0.00 S) 97 STRAW (EROSION CONTROL) TONN 250.0000 2,750.00 0.000 0.00 S) 98 FIBER (EROSION CONTROL) KG 1.0000 1,590.00 0.000 0.00 S) 99 FIBER ROLLS M 12.0000 44,520.00 0.000 0.00 S) 00 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 1.000 500.00 01 SEED (EROSION CONTROL) KG 135.0000 14,850.00 0.000 0.00 S) 02 COMPOST (EROSION CONTROL) KG 3.0000 14,370.00 0.000 0.00 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 720.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.450 15,750.00 S) 05 REMOVE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.600 21,000.00 06 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.450 15,750.00 S) 07 200 MM CORRUGATED HIGH DENSITY M 250.0000 5,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 08 200 MM WELDED STEEL PIPE CONDUIT M 230.0000 14,720.00 0.000 0.00 (6.35 MM THICK) 09 EXTEND 200 MM CONDUIT M 300.0000 7,200.00 0.000 0.00 10 CLASS 4 AGGREGATE SUBBASE M3 15.0000 489,000.00 1,262.620 18,939.30 22,436.580 336,548.70 11 CLASS 3 AGGREGATE BASE M3 50.0000 33,000.00 0.000 0.00 12 CEMENT TREATED BASE M3 87.0000 1,139,700.00 626.000 54,462.00 7,838.480 681,947.76 13 ASPHALT TREATED PERMEABLE BASE M3 100.0000 368,000.00 75.000 7,500.00 1,807.710 180,771.00 14 ASPHALT CONCRETE (TYPE A) TONN 55.0000 2,865,500.00 436.090 23,984.95 24,498.560 1,347,420.80 15 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.0000 10,100.00 0.000 0.00 AREA) 16 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 3,960.00 0.000 0.00 17 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 12.0000 2,160.00 0.000 0.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 1,800.00 0.000 0.00 19 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 228.00 0.000 0.00 20 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 380.0000 1,900.00 0.910 345.80 16.140 6,133.20 21 CONCRETE PAVEMENT M3 175.0000 64,750.00 8.430 1,475.25 326.000 57,050.00 22 SEAL PAVEMENT JOINT M 20.0000 22,200.00 255.330 5,106.60 705.330 14,106.60 23 FURNISH STEEL PILING (HP 310 X 79) M 55.0000 5,775.00 0.000 0.00 24 DRIVE STEEL PILE (HP 310 X 79) EA 3,200.0000 12,800.00 0.000 0.00 S) 25 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 104,500.00 27.400 52,060.00 S) PILING 26 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,900.0000 269,700.00 44.800 129,920.00 S) PILING 27 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 305,000.00 0.000 0.00 S) PILING 28 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 6,500.0000 318,500.00 24.000 156,000.00 S) PILING 29 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 173,800.00 79.800 87,780.00 S) PILING 30 FURNISH PILING (CLASS 900C) M 45.0000 2,385.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 900C) EA 1,950.0000 5,850.00 0.000 0.00 S) 32 FURNISH CONCRETE PILING (CLASS 625 M 40.0000 11,960.00 0.000 0.00 MODIFIED ALT "X") 33 DRIVE CONCRETE PILE (CLASS 625 EA 1,000.0000 15,000.00 0.000 0.00 S) MODIFIED ALT "X") 34 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 35,560.00 997.000 39,880.00 35 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 66,000.00 61.000 61,000.00 S) 36 FURNISH PILING (CLASS 400C MODIFIED) M 40.0000 995,160.00 1,877.000 75,080.00 5,785.000 231,400.00 37 DRIVE PILE (CLASS 400C MODIFIED) EA 1,005.0000 1,365,795.00 100.000 100,500.00 375.000 376,875.00 S) 38 FURNISH CONCRETE PILING (CLASS 400 M 40.0000 8,880.00 0.000 0.00 MODIFIED ALT "X") 39 DRIVE CONCRETE PILE (CLASS 400 MODIFIED EA 1,000.0000 15,000.00 0.000 0.00 S) ALT "X") 40 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 198,000.00 0.000 0.00 S) PILING (SOUND WALL) 41 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 0.150 12,750.00 0.300 25,500.00 S) 42 SEAL COURSE CONCRETE M3 220.0000 2,200.00 0.000 0.00 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 217,500.00 105.000 157,500.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 1,825,200.00 26.000 31,200.00 673.000 807,600.00 F) 45 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 2,348,400.00 97.000 38,800.00 989.000 395,600.00 F) 46 STRUCTURAL CONCRETE, APPROACH SLAB M3 640.0000 635,520.00 251.000 160,640.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 44.500 31,150.00 (TYPE R) 48 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 436,230.00 42.770 56,028.70 SF) 49 MINOR CONCRETE (BACKFILL) M3 135.0000 11,880.00 0.000 0.00 50 FRACTURED FIN TEXTURE M2 60.0000 285,960.00 212.000 12,720.00 1,034.000 62,040.00 F) 51 DRILL AND BOND DOWEL M 40.0000 12,400.00 221.000 8,840.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 90,000.00 0.000 0.00 GIRDER (20 M - 25 M) 53 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 9,000.00 0.000 0.00 S) GIRDER 54 CORE CONCRETE (201 MM - 250 MM) M 500.0000 2,000.00 0.000 0.00 S) 55 CORE CONCRETE (251 MM - 300 MM) M 550.0000 4,950.00 3.700 2,035.00 S) 56 SOUND WALL (MASONRY BLOCK) M2 150.0000 471,000.00 0.000 0.00 SF) 57 JOINT SEAL (MR 30 MM) M 96.0000 20,448.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JOINT SEAL (MR 40 MM) M 125.0000 14,500.00 0.000 0.00 S) 59 JOINT SEAL (MR 50 MM) M 250.0000 13,500.00 0.000 0.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 704,900.00 37.000 74.00 202,206.000 404,412.00 SF) 61 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 821,524.00 1,112.000 2,224.00 77,612.000 155,224.00 SF) 62 TREAT BRIDGE DECK M2 4.0000 25,320.00 0.000 0.00 F) 63 FURNISH BRIDGE DECK TREATMENT MATERIAL L 15.0000 38,010.00 0.000 0.00 (LOW ODOR) 64 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 12,240.00 0.000 0.00 F) WITH WALKWAY) 65 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,080.00 0.000 0.00 SF)WITH WALKWAY) 66 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 367,200.00 0.000 0.00 F) 67 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,900.00 0.000 0.00 SF) 68 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 46,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 69 METAL (BARRIER MOUNTED SIGN) KG 26.0000 30,420.00 0.000 0.00 F) 70 METAL (RAIL MOUNTED SIGN) KG 16.0000 5,280.00 0.000 0.00 F) 71 METAL (SOUNDWALL MOUNTED SIGN) KG 16.0000 5,760.00 0.000 0.00 F) 72 ROADSIDE SIGN - ONE POST EA 300.0000 6,900.00 0.000 0.00 73 ROADSIDE SIGN - TWO POST EA 450.0000 2,250.00 0.000 0.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 400.00 0.000 0.00 METHOD) 75 INSTALL SIGN OVERLAY M2 750.0000 1,500.00 0.000 0.00 76 INSTALL FRAMED SIGN PANEL EA 1,000.0000 13,000.00 0.000 0.00 77 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 194,250.00 8.500 1,487.50 410.300 71,802.50 78 600 MM ALTERNATIVE PIPE CULVERT M 205.0000 28,700.00 18.000 3,690.00 79 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 8,320.00 0.000 0.00 80 450 MM REINFORCED CONCRETE PIPE M 165.0000 33,000.00 15.000 2,475.00 81 600 MM REINFORCED CONCRETE PIPE M 870.0000 3,480.00 2.440 2,122.80 82 750 MM REINFORCED CONCRETE PIPE M 350.0000 24,150.00 0.000 0.00 83 1200 MM REINFORCED CONCRETE PIPE M 1,685.0000 77,510.00 41.500 69,927.50 84 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,750.0000 227,500.00 98.000 171,500.00 (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,425.0000 228,000.00 86.000 122,550.00 (CLASS IV) 86 600 MM BITUMINOUS COATED CORRUGATED M 350.0000 14,700.00 0.000 0.00 STEEL PIPE (1.32 MM THICK) 87 750 MM BITUMINOUS COATED CORRUGATED M 480.0000 6,720.00 0.000 0.00 STEEL PIPE (1.32 MM THICK) 88 450 MM BITUMINOUS COATED SLOTTED M 220.0000 215,600.00 517.700 113,894.00 CORRUGATED STEEL PIPE (1.32 MM THICK) 89 200 MM PERFORATED PLASTIC M 65.0000 115,700.00 1,500.000 97,500.00 PIPE UNDERDRAIN 90 250 MM PERFORATED PLASTIC M 125.0000 110,000.00 754.500 94,312.50 PIPE UNDERDRAIN 91 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 130,250.00 2,538.900 63,472.50 92 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 8,480.00 23.000 3,680.00 93 80 MM PLASTIC PIPE M 70.0000 9,800.00 0.000 0.00 (APPROACH SLAB DRAIN OUTLET) 94 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 52.0000 338,000.00 4,000.550 208,028.60 95 450 MM BITUMINOUS COATED CORRUGATED M 160.0000 32,000.00 2.000 320.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 96 450 MM ANCHOR ASSEMBLY EA 10.0000 160.00 0.000 0.00 97 WELDED STEEL PIPE CASING (BRIDGE) M 180.0000 4,140.00 0.000 0.00 98 450 MM ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 0.000 0.00 99 750 MM AUTOMATIC DRAINAGE GATE EA 4,500.0000 4,500.00 0.000 0.00 00 1220 MM PRECAST CONCRETE PIPE MANHOLE M 700.0000 14,700.00 8.000 5,600.00 01 40 MM POLYVINYL CHLORIDE WATERLINE M 50.0000 1,550.00 0.000 0.00 02 300 MM REINFORCED CONCRETE PIPE CASING M 190.0000 1,900.00 0.000 0.00 03 750 MM VITRIFIED CLAY SEWER PIPE M 1,825.0000 93,075.00 0.000 0.00 S) 04 ROCK SLOPE PROTECTION M3 155.0000 18,600.00 0.000 0.00 (BACKING NO. 2, METHOD B) 05 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 160.0000 51,200.00 0.000 0.00 06 CONCRETE (GUTTER LINING) M3 1,500.0000 120,000.00 37.140 55,710.00 07 SLOPE PAVING (CONCRETE) M3 885.0000 149,565.00 0.000 0.00 F) 08 SLOPE PAVING (PRECAST PANEL) M3 1,030.0000 5,150.00 0.000 0.00 F) 09 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 0.000 0.00 10 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 180,000.00 16.650 24,975.00 S) CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 MINOR CONCRETE (GUTTER) M 45.0000 22,680.00 0.000 0.00 F) 12 MISCELLANEOUS IRON AND STEEL KG 8.0000 128,800.00 1,934.000 15,472.00 SF) 13 MISCELLANEOUS METAL KG 14.0000 41,300.00 1,180.000 16,520.00 SF)(RESTRAINER - PIPE TYPE) 14 MISCELLANEOUS METAL KG 13.0000 12,090.00 465.000 6,045.00 SF)(RESTRAINER - BAR TYPE) 15 MISCELLANEOUS METAL (BRIDGE) KG 16.0000 47,520.00 0.000 0.00 SF) 16 MISCELLANEOUS METAL (RETAINING WALL) KG 19.0000 4,636.00 0.000 0.00 SF) 17 SECURITY FENCE M 350.0000 11,550.00 0.000 0.00 S) 18 SECURITY FENCE GATE EA 2,250.0000 2,250.00 0.000 0.00 S) 19 CHAIN LINK FENCE (TYPE CL-1.2, M 80.0000 82,720.00 0.000 0.00 SF)VINYL-CLAD) 20 CHAIN LINK FENCE M 125.0000 38,750.00 0.000 0.00 S) (TYPE CL-1.2, BARRIER MOUNTED) 21 CHAIN LINK FENCE (TYPE CL-1.5, M 88.0000 58,960.00 0.000 0.00 S) VINYL-CLAD) 22 CHAIN LINK FENCE (TYPE CL-1.8) M 90.0000 33,300.00 0.000 0.00 S) 23 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 8,550.00 0.000 0.00 S) 24 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 9,000.00 0.000 0.00 S) 25 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 2,500.00 0.000 0.00 S) 26 OBJECT MARKER EA 25.0000 275.00 0.000 0.00 27 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 3,450.00 0.000 0.00 S) 28 CHAIN LINK RAILING (TYPE 7) M 75.0000 21,750.00 0.000 0.00 S) 29 CONCRETE BARRIER (TYPE 25) M 290.0000 11,310.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 25B) M 245.0000 151,900.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 27A MODIFIED) M 150.0000 198,450.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 27) M 245.0000 5,635.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 27A) M 160.0000 70,560.00 0.000 0.00 F) 34 CONCRETE BARRIER (TYPE 27B) M 350.0000 38,500.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 27B MODIFIED) M 400.0000 16,800.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 170.0000 29,750.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 27 MODIFIED) M 165.0000 69,630.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 CONCRETE BARRIER (TYPE 50) M 90.0000 214,200.00 598.920 53,902.80 39 CONCRETE BARRIER (TYPE 50C) M 330.0000 36,300.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 50G2) M 2,300.0000 11,500.00 4.500 10,350.00 41 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 15,000.00 0.000 0.00 S) 42 CRASH CUSHION (QUAD-GUARD) EA 40,000.0000 40,000.00 0.000 0.00 S) 43 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 0.000 0.00 S) 44 CONCRETE BARRIER (TYPE 60) M 166.0000 149,400.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 60A MODIFIED) M 186.0000 26,784.00 0.000 0.00 F) 46 CONCRETE BARRIER (TYPE 60C) M 220.0000 48,400.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60D) M 118.0000 61,950.00 0.000 0.00 F) 48 CONCRETE BARRIER (TYPE 60E) M 800.0000 2,400.00 0.000 0.00 49 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,000.00 0.000 0.00 S) 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37,000.00 0.000 0.00 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,720.00 0.000 0.00 S) 52 PAINT POSTMILE MARKING M2 200.0000 2,000.00 0.000 0.00 S) 53 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16,880.00 256.000 512.00 S) 54 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,320.00 130.000 520.00 S) 55 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 0.300 16,500.00 0.530 29,150.00 S) (CITY STREET LOCATION 1) 56 LIGHTING (CITY STREET, LOCATION 1) LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 S) 57 LIGHTING (CITY STREET, LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 S) 58 LIGHTING (CITY STREET, LOCATION 3) LS 2,500.0000 2,500.00 0.120 300.00 S) 59 LIGHTING (STAGE CONSTRUCTION) LS 80,500.0000 80,500.00 0.050 4,025.00 0.840 67,620.00 S) 60 LIGHTING AND SIGN ILLUMINATION LS 376,500.0000 376,500.00 0.030 11,295.00 0.311 117,091.50 S) 61 POWER AND COMMUNICATION (VTA) LS 25,000.0000 25,000.00 0.140 3,500.00 0.640 16,000.00 S) 62 TRAFFIC OPERATION SYSTEMS LS 52,500.0000 52,500.00 0.000 0.00 S) 63 TRAFFIC OPERATION SYSTEMS LS 79,000.0000 79,000.00 0.200 15,800.00 S) (STAGE CONSTRUCTION) 64 TRAFFIC OPERATION SYSTEMS (COUNTY) LS 4,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 TRAFFIC OPERATION SYSTEMS (LOCATION 1) LS 20,000.0000 20,000.00 0.080 1,600.00 S) 66 TRAFFIC OPERATION SYSTEMS (LOCATION 2) LS 25,000.0000 25,000.00 0.220 5,500.00 S) 67 TRAFFIC OPERATION SYSTEMS (LOCATION 3) LS 20,000.0000 20,000.00 0.060 1,200.00 0.330 6,600.00 S) 68 TRAFFIC OPERATION SYSTEMS (LOCATION 4) LS 8,500.0000 8,500.00 0.030 255.00 0.490 4,165.00 S) 69 TRAFFIC OPERATION SYSTEMS (LOCATION 5) LS 7,500.0000 7,500.00 0.570 4,275.00 S) 70 TRAFFIC OPERATION SYSTEMS (LOCATION 6) LS 6,500.0000 6,500.00 0.800 5,200.00 S) 71 TRAFFIC OPERATION SYSTEMS (LOCATION 7) LS 1.0000 1.00 0.000 0.00 S) 72 TRAFFIC OPERATION SYSTEMS (LOCATION 8) LS 41,500.0000 41,500.00 0.140 5,810.00 S) 73 TRAFFIC OPERATION SYSTEMS (LOCATION 9) LS 40,500.0000 40,500.00 0.100 4,050.00 0.300 12,150.00 S) 74 TRAFFIC OPERATION SYSTEMS (LOCATION 10) LS 68,500.0000 68,500.00 0.020 1,370.00 0.074 5,069.00 S) 75 TRAFFIC OPERATION SYSTEMS (LOCATION 11) LS 51,500.0000 51,500.00 0.133 6,849.50 S) 76 TRAFFIC OPERATION SYSTEMS (LOCATION 12) LS 156,500.0000 156,500.00 0.390 61,035.00 S) 77 TRAFFIC OPERATION SYSTEMS (LOCATION 13) LS 22,000.0000 22,000.00 0.325 7,150.00 S) 78 TRAFFIC OPERATION SYSTEMS (LOCATION 14) LS 42,000.0000 42,000.00 0.030 1,260.00 0.430 18,060.00 S) 79 TRAFFIC OPERATION SYSTEMS (LOCATION 15) LS 2,400.0000 2,400.00 0.000 0.00 S) 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 1,440.00 18,549.970 55,649.91 STRIPE 82 REMOVE SOUND WALL M2 35.0000 109,550.00 3,130.000 109,550.00 PROGRAM CAS145 PAGE 12 DATE 01/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:37 AM ESTIMATE NO. 12 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 01/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,562,346.60 16,131,121.16 ADJUSTMENT OF COMPENSATION 80,000.00 113,533.80 EXTRA WORK 201,281.84 578,071.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,843,628.44 16,822,726.50 83 MOBILIZATION LS 4014,705.0000 4,014,705.00 0.950 3,813,969.75 ORIGINAL CONTRACT AMOUNT 40,182,721.00 TOTAL WORK COMPLETED 1,843,628.44 20,636,696.25 MATERIALS ON HAND ON SITE 525,900.35 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,843,628.44 21,162,596.60 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 12/17/04 275 03/14/05 03/14/05 05/19/06 192 16 0 0 50% 70% PROGRESS IS SATISFACTORY SAMUEL WANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 01/20/06