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 11/03/03 EST. NO.19 TIME 11:40 AM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- 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 0007 104.96 E.W. @ F.A.(+) 110702 N 151 0 0008 125.95 120602 N 153 0 002 0002 941.04 E.W. @ F.A.(+) 120202 N 152 0 0002-1 -941.04 120202 N 152 0 DAO CORRECTING ENTRY 0002-2 871.16 120202 N 152 0 DAO CORRECTING ENTRY 009 0097 265.68 E.W. @ F.A.(+) 110202 N 122 0 0098 485.28 110402 N 123 0 0099 110.32 110502 N 124 0 0100 265.68 111602 N 169 0 0101 271.31 111802 N 131 0 0102 73.79 111802 N 170 0 0103 315.33 111902 N 132 0 0104 73.79 111902 N 171 0 0105 315.33 112002 N 133 0 0106 100.22 112002 N 172 0 0107 73.79 112102 N 173 0 0108 132.07 112202 N 135 0 0109 73.79 112202 N 174 0 0110 250.98 112302 N 136 0 0111 315.33 112502 N 137 0 0112 73.79 112502 N 154 0 0113 264.67 112602 N 138 0 0114 73.79 112602 N 155 0 0115 59.05 112702 N 156 0 0116 83.67 112902 N 157 0 0117 804.89 113002 N 150 0 0118 334.65 113002 N 158 0 0119 73.79 120202 N 159 0 0120 73.79 120302 N 160 0 0121 73.79 120402 N 161 0 0122 88.55 120502 N 162 0 0123 440.99 120502 N 178 0 0124 348.34 120602 N 179 0 0125 73.79 120602 N 163 0 0126 318.51 120702 N 164 0 0126-1 -318.51 120702 N 164 0 DAO CORRECTING ENTRY 0126-2 274.23 120702 N 164 0 DAO CORRECTING ENTRY 0127 73.79 120902 N 165 0 0128 73.79 121002 N 166 0 0129 88.55 121102 N 167 0 0130 44.29 121202 N 168 0 0131 518.11 110602 N 125 0 0132 210.37 110702 N 126 0 0133 212.95 111202 N 127 0 0134 266.41 111302 N 128 0 0135 99.31 111402 N 129 0 0136 249.91 112102 N 134 0 0137 436.92 112702 N 148 0 0138 83.67 112902 N 157A 0 0139 94.43 120202 N 175 0 0140 352.01 120302 N 176 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 11/03/03 EST. NO.19 TIME 11:40 AM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0141 342.24 120402 N 177 0 0142 315.33 120902 N 182 0 0142-1 -315.33 120902 N 182 0 DAO CORRECTING ENTRY 0142-2 241.78 120902 N 182 0 DAO CORRECTING ENTRY 0143 91.78 121202 N 186 0 0144 152.11 121302 N 187 0 0145 1,157.35 121402 N 188 0 0146 88.55 122302 N 220 0 0147 73.79 122602 N 221 0 0148 73.79 010303 N 122702 0148-1 -73.79 010303 N 122702 DAO CORRECTING ENTRY 0149 209.85 102802 N 209 0 0150 311.33 102902 N 210 0 0151 311.33 103002 N 211 0 0152 246.38 103102 N 212 0 0153 241.06 110102 N 236 0 0154 279.79 110102 N 139 0 0155 993.24 110202 N 140 0 0156 1,203.34 110302 N 141 0 0157 311.33 110402 N 142 0 0158 173.11 110502 N 143 0 0159 287.52 110602 N 144 0 0160 116.84 110702 N 145 0 0161 233.72 110802 N 147 0 0162 803.85 110902 N 180 0 0163 920.21 111002 N 189 0 0164 299.04 111102 N 190 0 0165 311.33 111202 N 191 0 0166 311.33 111302 N 192 0 0167 73.79 111402 N 235 0 0168 311.33 111402 N 193 0 0169 235.14 111502 N 130 0 0170 116.84 111502 N 194 0 0171 970.00 111602 N 237 0 0172 1,051.70 111602 N 195 0 0173 920.21 111702 N 196 0 0174 118.08 111702 N 213 0 0175 232.95 111802 N 197 0 0176 276.77 111902 N 198 0 0177 276.77 112002 N 199 0 0178 230.32 112102 N 200 0 0179 132.73 112202 N 201 0 0180 756.66 112302 N 202 0 0181 1,869.63 112402 N 203 0 0182 266.78 112502 N 204 0 0183 128.92 112602 N 205 0 0184 265.26 112702 N 206 0 0185 1,553.33 112902 N 207 0 0186 657.07 112902 N 157B 0 0187 1,855.06 112902 N 149 0 0188 603.78 113002 N 208 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 11/03/03 EST. NO.19 TIME 11:40 AM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0189 1,370.54 120102 N 240 0 0190 187.65 120202 N 241 0 0191 279.79 120502 N 242 0 0192 232.19 120602 N 243 0 0193 945.84 120702 N 244 0 0194 1,058.55 120702 N 181 0 0195 118.08 120802 N 214 0 0196 1,187.84 120802 N 245 0 0197 182.76 120902 N 246 0 0198 315.33 121002 N 183 0 0199 182.76 121002 N 247 0 0200 315.33 121102 N 184 0 0201 103.66 121102 N 248 0 0202 73.80 121202 N 185 0 0203 136.68 121202 N 249 0 0204 184.28 121302 N 250 0 0205 602.76 121402 N 251 0 0206 118.08 121502 N 215 0 0207 1,426.58 121502 N 252 0 0208 321.01 121602 N 223 0 0209 171.62 121702 N 253 0 0210 103.31 121802 N 218 0 0211 522.92 121802 N 224 0 0212 182.76 121802 N 254 0 0213 73.79 121902 N 219 0 0214 292.20 121902 N 225 0 0215 45.69 121902 N 255 0 0216 808.93 122102 N 226 0 0217 1,018.15 122102 N 256 0 0218 194.07 122202 N 257 0 0219 352.16 122202 N 216 0 0220 368.68 122302 N 227 0 0221 228.83 122302 N 258 0 0222 88.56 122502 N 228 0 0223 228.83 122602 N 259 0 0224 255.85 122602 N 229 0 0225 254.62 122702 N 230 0 0226 182.76 122702 N 260 0 0227 829.24 122802 N 261 0 0228 1,254.64 122802 N 231 0 0229 184.27 122902 N 234 0 0230 291.06 123002 N 238 0 0231 104.58 123002 N 232 0 0232 66.02 123102 N 233 0 0233 149.52 123102 N 239 0 010 0001-1 -171,500.00 A.C. @ L.S.(+) 092502 N 0001 0 DAO CORRECTING ENTRY 0001-2 19,288.84 092502 N 0001 0 DAO CORRECTING ENTRY 013 0001 83.96 E.W. @ F.A.(+) 010903 N 270 0 0002 354.30 011303 N 266 0 0003 167.93 011303 N 265A 0 0004 167.94 011403 N 267 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 11/03/03 EST. NO.19 TIME 11:40 AM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0005 167.94 011503 N 271 0 0006 111.11 012303 N 268 0 -100,775.04 TOTAL THIS ESTIMATE 228,564.31 TOTAL PREVIOUS ESTIMATE 127,789.27 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 11/03/03 EST. NO.19 TIME 11:40 AM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO PAYMENT BOND -34,329.00 19 -34,329.00 -34,329.00 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -1,869.18 12 DOCS RECD 1,869.18 13 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 PRS RECD OCT 10,000.00 03 O/S PRS DEC -4,959.96 04 PRS RECD NOV 10,000.00 04 O/S PRS JAN -10,000.00 06 O/S PRS FEB -6,382.01 07 PRS RECD DEC 4,959.96 08 O/S PRS FEB RECD 6,382.01 09 PRS RECD JAN 10,000.00 10 O/S PRS AUG -7,749.60 13 O/S PRS OCT -10,000.00 17 PRS RECD AUG 7,749.60 17 O/S PRS NOV -10,000.00 18 O/S PRS MARCH -10,000.00 19 PRS RECD OCT 10,000.00 19 0.00 -20,000.00 LIQUIDATED DAMAGES 11 DAYS @ $550/DAY -6,050.00 19 -6,050.00 -6,050.00 OVERBID ITEMS OVERBID ITEM NO. 086 -7,987.65 02 OVERBID ITEM NO. 086 -3,993.82 03 OVERBID ITEM NO. 086 -3,195.06 11 OVERBID ITEM NO. 086 -798.77 19 -798.77 -15,975.30 TOTAL DEDUCTIONS -41,177.77 -76,354.30 PROGRAM CAS145 PAGE 1 DATE 11/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 11:40 AM ESTIMATE NO. 19 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/03/03 LOCATION RERUN SUPPLEMENTAL PROGRESS ESTIMATE 11-SD-5-8.6/9.4 ------------------------------------ SOUTHWEST ENGINEERING, INC. IN SAN DIEGO COUNTY IN CHULA VISTA JOSEPH SAGATI, PRESIDENT AND NATIONAL CITY FROM E STREET 22333-216 PACIFIC COAST HWY OVERCROSSING TO 0.1 KM NORTH OF MALIBU, CA 90265 SWEETWATER RIVER BRIDGE FED. AID NO. CML-6066(34)E CONSTRUCT BIKE PATH AND BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 0.900 18,000.00 02 TEMPORARY SOUND WALL M 100.0000 69,000.00 675.000 67,500.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 18,150.00 1,029.140 15,437.10 04 TEMPORARY EROSION CONTROL HA 3,500.0000 3,150.00 0.170 595.00 0.900 3,150.00 S) 05 TEMPORARY FIBER ROLL M 12.0000 27,960.00 1,942.020 23,304.24 06 TEMPORARY GRAVEL BAG EA 15.0000 1,500.00 100.000 1,500.00 07 TEMPORARY CONCRETE WASHOUT EA 10,000.0000 20,000.00 1.500 15,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 2.000 20,000.00 09 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.046 460.00 0.862 8,620.00 10 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.093 9,300.00 0.946 94,600.00 S) 11 TRAFFIC PLASTIC DRUMS EA 100.0000 2,500.00 12.018 1,201.80 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 3,000.00 2.000 3,000.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 0.206 3,090.00 1.742 26,130.00 14 TEMPORARY RAILING (TYPE K) M 45.0000 21,150.00 622.100 27,994.50 15 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,800.00 28.000 5,600.00 16 REMOVE FENCE M 15.0000 270.00 18.000 270.00 17 REMOVE ROADSIDE SIGN EA 150.0000 750.00 0.000 0.00 18 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,080.00 323.000 969.00 19 REMOVE SLOPE PAVING M3 300.0000 14,400.00 14.400 4,320.00 20 RELOCATE FENCE M 30.0000 8,100.00 230.000 6,900.00 21 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 2.000 300.00 22 ADJUST MANHOLE EA 1,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 11:40 AM ESTIMATE NO. 19 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/03/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE BARRIER M 50.0000 6,500.00 123.800 6,190.00 24 CLEARING AND GRUBBING LS 4,000.0000 4,000.00 0.900 3,600.00 25 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.061 305.00 0.955 4,775.00 26 ROADWAY EXCAVATION M3 15.0000 20,550.00 1,075.050 16,125.75 27 STRUCTURE EXCAVATION (BRIDGE) M3 400.0000 18,400.00 46.000 18,400.00 F) 28 STRUCTURE EXCAVATION (TYPE A) M3 1,000.0000 330,000.00 15.000 15,000.00 330.000 330,000.00 F) 29 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 245,440.00 2,771.000 221,680.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 11,250.00 0.000 0.00 F) 31 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 168,150.00 1,346.000 67,300.00 F) 32 STRUCTURAL BACKFILL M3 90.0000 59,130.00 0.000 0.00 F) (LIGHT WEIGHT, RETAINING WALL) 33 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 19,980.00 0.000 0.00 F) WALL) 34 HIGHWAY PLANTING LS 17,000.0000 17,000.00 0.000 0.00 S) 35 IMPORTED TOPSOIL (EROSION CONTROL) M3 50.0000 8,000.00 0.000 0.00 S) 36 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 6,210.00 0.000 0.00 S) 37 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 1,000.00 0.000 0.00 S) 38 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 50.0000 1,150.00 0.000 0.00 S) 39 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 0.000 0.00 S) 40 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 0.031 1,085.00 S) 41 200 MM CONDUIT M 600.0000 1,800.00 0.000 0.00 S) 42 EXTEND 200 MM CONDUIT M 820.0000 2,460.00 3.000 2,460.00 S) 43 CLASS 2 AGGREGATE BASE M3 60.0000 30,000.00 0.000 0.00 44 ASPHALT CONCRETE (TYPE A) TONN 120.0000 91,200.00 79.420 9,530.40 45 PLACE ASPHALT CONCRETE DIKE M 20.0000 9,600.00 0.000 0.00 46 FURNISH PILING (CLASS 625C) M 120.0000 52,920.00 211.640 25,396.80 371.940 44,632.80 (ALTERNATIVE V) 47 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 5,000.0000 120,000.00 12.000 60,000.00 23.000 115,000.00 S) 48 FURNISH PILING (CLASS 400C) M 120.0000 32,400.00 268.430 32,211.60 (ALTERNATIVE V) 49 DRIVE PILE (CLASS 400C) (ALTERNATIVE V) EA 6,000.0000 78,000.00 13.000 78,000.00 S) PROGRAM CAS145 PAGE 3 DATE 11/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 11:40 AM ESTIMATE NO. 19 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/03/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PRESTRESSING CAST-IN-PLACE CONCRETE LS 30,000.0000 30,000.00 0.000 0.00 S) 51 SEAL COURSE CONCRETE M3 250.0000 37,000.00 18.340 4,585.00 22.460 5,615.00 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 44,200.00 55.000 35,750.00 68.000 44,200.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 1,600.0000 680,000.00 42.500 68,000.00 119.500 191,200.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 7,700.00 0.120 84.00 F) 55 CLASS 2 CONCRETE (RETAINING WALL) M3 340.0000 504,220.00 1,145.000 389,300.00 F) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 4,000.00 0.000 0.00 F) 57 ARCHITECTURAL TEXTURE M2 30.0000 55,980.00 1,076.000 32,280.00 F) 58 JOINT SEAL (MR 50 MM) M 350.0000 2,800.00 0.000 0.00 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 93,300.00 11,428.000 17,142.00 15,420.000 23,130.00 SF) 60 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 103,122.00 59,952.000 89,928.00 SF) 61 SHOTCRETE M3 400.0000 32,000.00 0.000 0.00 S) 62 METAL (BARRIER MOUNTED SIGN) KG 20.0000 1,340.00 0.000 0.00 F) 63 ROADSIDE SIGN - ONE POST EA 250.0000 3,250.00 0.000 0.00 64 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 600.00 0.000 0.00 METHOD) 65 300 MM PLASTIC PIPE M 250.0000 4,250.00 0.000 0.00 S) 66 450 MM REINFORCED CONCRETE PIPE M 500.0000 2,000.00 0.000 0.00 S) 67 600 MM REINFORCED CONCRETE PIPE M 700.0000 3,500.00 5.000 3,500.00 5.000 3,500.00 S) (CLASS IV) 68 1350 MM REINFORCED CONCRETE PIPE M 1,200.0000 8,400.00 0.000 0.00 S) (CLASS IV) 69 300 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 0.000 0.00 70 SLOPE PAVING (CONCRETE) M3 500.0000 30,000.00 0.000 0.00 71 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,260.00 0.000 0.00 SF) 72 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 3,705.00 0.000 0.00 SF) 73 CHAIN LINK FENCE M 100.0000 95,000.00 0.000 0.00 S) (TYPE CL-1.2 MODIFIED) 74 CHAIN LINK FENCE (TYPE CL-1.5) M 40.0000 2,800.00 0.000 0.00 S) 75 CHAIN LINK FENCE (TYPE CL-1.5 MODIFIED, M 100.0000 93,000.00 0.000 0.00 S) VINYL CLAD, 0.9 M PLASTIC SHRUBBERY INSERT) PROGRAM CAS145 PAGE 4 DATE 11/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 11:40 AM ESTIMATE NO. 19 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/03/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 CHAIN LINK FENCE (TYPE CL-1.8 MODIFIED, M 250.0000 3,250.00 0.000 0.00 S) VINYL CLAD, 1.8 M PLASTIC SHRUBBERY INSERT) 77 METAL RAILING M 400.0000 102,400.00 0.000 0.00 SF) 78 BARRIER POST EA 500.0000 2,000.00 0.000 0.00 S) 79 CONCRETE BARRIER (TYPE 60) M 500.0000 6,500.00 0.000 0.00 80 CONCRETE BARRIER M 600.0000 24,000.00 0.000 0.00 (TYPE 60 MODIFIED) 81 CONCRETE BARRIER (TYPE 60C) M 250.0000 125,000.00 0.000 0.00 82 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 720.00 0.000 0.00 83 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 1,500.00 0.000 0.00 S) 84 SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) 85 LIGHTING LS 8,000.0000 8,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 11/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 11:40 AM ESTIMATE NO. 19 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 11/03/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 243,123.80 2,074,024.19 ADJUSTMENT OF COMPENSATION -152,211.16 19,288.84 EXTRA WORK 51,436.12 108,500.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 142,348.76 2,201,813.46 86 MOBILIZATION LS 450,000.0000 450,000.00 0.050 22,500.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,340,247.00 TOTAL WORK COMPLETED 164,848.76 2,651,813.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -41,177.77 -76,354.30 TOTAL 123,670.99 2,575,459.16 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 086 MOBILIZATION 434,024.70 450,000.00 15,975.30 (S) 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 10/03/01 495 10/09/01 10/09/01 11/20/03 383 121 0 2 56% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/03/03