PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/21/05 EST. NO.58 TIME 10:39 AM R.E. NAME: NGUYEN, HUNG 11-001934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 127 0001 197,914.98 A.C. @ L.S.(+) 092905 N 0001 0 197,914.98 TOTAL THIS ESTIMATE 6,674,810.06 TOTAL PREVIOUS ESTIMATE 6,872,725.04 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/21/05 EST. NO.58 TIME 10:39 AM R.E. NAME: NGUYEN, HUNG 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WELDING -264.00 10 OUT-OF-SPEC CONCRETE -4,720.00 15 OUT-OF-SPEC CLASS 2 -1,200.00 21 WELDING QUAL. CONTRL -100.00 25 SOUNDWALL MIX DESGN -1,068.87 28 SURVEY RESTAKING -3,000.00 28 SURVEY RESTAKING -1,540.00 28 PCC THICKNESS DEF DE -2,684.13 35 STRUCTURES LTR 177S -500.00 50 LTR 121S -252.00 56 LTR 149S -156.82 56 LTR 787 -21,575.38 56 LTR 788 -4,503.73 56 LTR 788, PCC CLEANNS 156.82 57 0.00 -41,408.11 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -6,024.94 10 DOCS RECD 6,024.94 12 O/S EEO DOCS -10,000.00 23 O/S DOCUMENTS -10,000.00 38 DOCS RECD 2001 10,000.00 42 DOCS RECD 2002 10,000.00 42 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 04 O/S PRS APRIL -10,000.00 05 O/S PRS MAY -10,000.00 07 O/S PRS JUNE -10,000.00 08 O/S PRS JULY -6,024.94 10 PRS RECD MARCH 10,000.00 10 O/S PRS AUGUST -10,000.00 12 O/S PRS SEPT -10,000.00 13 PRTL PRS RECD APRIL 5,000.00 13 PRTL PRS RECD MAY 5,000.00 13 PRTL PRS RECD JUNE 5,000.00 13 PRTL PRS RECD JULY 5,000.00 13 O/S PRS OCT -10,000.00 14 PRS RECD JULY 1,024.94 14 O/S PRS NOV -10,000.00 15 O/S PRS DEC -8,007.34 16 PRS RECD JUNE 5,000.00 16 O/S PRS JAN -10,000.00 17 O/S PRS FEB -10,000.00 18 POTENTIAL WAGE CASE -10,000.00 18 O/S PRS MARCH -10,000.00 19 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/21/05 EST. NO.58 TIME 10:39 AM R.E. NAME: NGUYEN, HUNG 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS APRIL -10,000.00 20 O/S PRS MAY -10,000.00 21 PRS RECD JAN 10,000.00 21 O/S PRS JUNE -10,000.00 22 PRS RECD MAY 10,000.00 22 O/S PRS JULY -10,000.00 23 O/S PRS AUGUST -10,000.00 25 WAGE CASE 10,000.00 25 O/S PRS SEPT -10,000.00 26 O/S PRS OCT -10,000.00 27 O/S PRS NOV -10,000.00 28 O/S PRS DEC 01 -10,000.00 29 PRS RECD NOV 00 10,000.00 29 PRS RECD MAR 01 10,000.00 29 O/S PRS JAN -10,000.00 31 O/S PRS FEB 02 -10,000.00 32 O/S PRS MARCH -10,000.00 34 O/S PRS APR 00 RECD 5,000.00 35 O/S PRS AUG 00 RECD 10,000.00 35 O/S PRS APRIL -10,000.00 35 O/S PRS FEB 01 RECD 10,000.00 35 O/S PRS JULY 01 RECD 10,000.00 35 O/S PRS JUNE 01 RECD 10,000.00 35 O/S PRS MAY -10,000.00 36 PRS RECD APRIL 02 10,000.00 36 O/S PRS JUNE -10,000.00 37 O/S PRS JULY -10,000.00 38 PRS RECD NOV 01 10,000.00 38 PRS RECD DEC 00 10,000.00 38 PRS RECD JUNE 10,000.00 38 PRS RECD JAN 02 10,000.00 38 PRS RECD FEB 02 10,000.00 38 O/S PRS AUG -10,000.00 39 O/S PRS SEPT -10,000.00 40 O/S PRS OCT -10,000.00 41 O/S PRS NOV -10,000.00 42 DEC 00 CORRECTION -1,992.66 43 O/S PRS DEC -6,207.16 43 O/S PRS JAN 03 -1,111.68 44 PRS RECD AUG 02 10,000.00 44 PRS RECD SEPT 02 10,000.00 44 PRS RECD NOV 02 10,000.00 44 PRS RECD JULY 02 10,000.00 44 O/S PRS FEB 03 -9,352.90 45 PRS RECD SEPT 00 10,000.00 45 PRS RECD MAY 00 5,000.00 45 PRS RECD OCT 00 10,000.00 45 PRS RECD OCT 02 10,000.00 45 O/S PRS MARCH -7,342.50 46 O/S PRS APRIL 03 -10,000.00 47 PRS RECD APR 01 10,000.00 47 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 10/21/05 EST. NO.58 TIME 10:39 AM R.E. NAME: NGUYEN, HUNG 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD DEC 01 10,000.00 47 PRS RECD AUG 01 10,000.00 47 PRS RECD JAN 03 1,111.68 47 PRS RECD SEPT 01 10,000.00 47 PRS RECD FEB 03 9,352.90 47 PRS RECD OCT 01 10,000.00 47 O/S PRS MAY 03 -10,000.00 48 PRS RECD MARCH 02 10,000.00 48 PRS RECD DEC 02 6,207.16 48 O/S PRS JUNE -1,000.00 49 PRS RECD MAY 02 10,000.00 49 PRS RECD APRIL 03 10,000.00 49 PRS RECD MAY 03 10,000.00 49 PRS RECD MARCH 7,342.50 52 PRS RECD JUNE 1,000.00 52 0.00 0.00 OTHER OUTSTANDING DOCUMENTS CEM-2402(F),FHWA-47 -10,000.00 56 CEM-2402(F),FHWA-47 10,000.00 57 0.00 0.00 TOTAL DEDUCTIONS 0.00 -41,408.11 PROGRAM CAS145 PAGE 1 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 LOCATION SEMI-FINAL ESTIMATE 11-SD-125-12.1/13.7 ------------------- MYERS AND ROADWAY JV IN SAN DIEGO COUNTY IN AND NEAR 4101 WESTERLY PLACE STE 101 LEMON GROVE FROM 0.3 KM SOUTH OF NEWPORT BEACH CA 926602320 JAMACHA ROAD TO 0.1 KM NORTH OF TROY STREET FED. AID NO. ACNH-P125(13)E CONSTRUCT 6 LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 70,000.0000 70,000.00 0.750 52,500.00 02 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 1.000 10,000.00 PLAN 03 WATER POLLUTION CONTROL LS 155,000.0000 155,000.00 1.000 155,000.00 04 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 1.000 55,000.00 S) 05 TRAFFIC CONTROL SYSTEM LS 22,000.0000 22,000.00 1.000 22,000.00 S) 06 TYPE III BARRICADE EA 60.0000 6,060.00 10.000 600.00 S) 07 TEMPORARY PAVEMENT MARKING (PAINT) M2 38.0000 798.00 108.870 4,137.06 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 1,515.00 7,209.600 10,814.40 S) 09 TRAFFIC PLASTIC DRUM EA 34.0000 20,400.00 180.000 6,120.00 S) 10 TEMPORARY PAVEMENT MARKER EA 4.4000 484.00 263.000 1,157.20 S) 11 TEMPORARY EROSION CONTROL HA 3,600.0000 18,000.00 30.551 109,983.60 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 24,000.0000 96,000.00 4.000 96,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 22.0000 27,940.00 1,689.900 37,177.80 14 TEMPORARY CRASH CUSHION MODULE EA 210.0000 37,800.00 148.000 31,080.00 15 ABANDON CULVERT EA 820.0000 5,740.00 7.500 6,150.00 16 ABANDON PIPELINE EA 1,100.0000 9,900.00 10.000 11,000.00 S) 17 OBLITERATE SURFACING M2 3.0000 3,090.00 342.000 1,026.00 18 REMOVE TRAFFIC STRIPE M 3.5000 5,425.00 1,967.640 6,886.74 19 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,590.00 530.000 1,590.00 20 REMOVE CULVERT M 72.0000 5,184.00 116.300 8,373.60 21 REMOVE INLET EA 820.0000 3,280.00 7.000 5,740.00 22 REMOVE HEADWALL EA 660.0000 2,640.00 5.000 3,300.00 PROGRAM CAS145 PAGE 2 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE SEWER MANHOLE EA 1,300.0000 3,900.00 4.000 5,200.00 24 REMOVE SEWER PIPE M 66.0000 3,960.00 74.700 4,930.20 25 MODIFY MANHOLE EA 1,750.0000 8,750.00 5.000 8,750.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 3,300.00 271.700 2,988.70 S) 27 REMOVE CONCRETE M3 65.0000 2,600.00 33.100 2,151.50 28 CAP INLET EA 1,975.0000 3,950.00 2.000 3,950.00 29 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 30 DEVELOP WATER SUPPLY LS 35,000.0000 35,000.00 1.000 35,000.00 31 ROADWAY EXCAVATION M3 1.9000 1,056,400.00 652,036.000 1,238,868.40 32 STRUCTURE EXCAVATION (BRIDGE) M3 4.0000 19,464.00 4,866.000 19,464.00 F) 33 STRUCTURE EXCAVATION (RETAINING WALL) M3 7.0000 3,731.00 728.000 5,096.00 F) 34 STRUCTURE BACKFILL (BRIDGE) M3 48.0000 184,560.00 3,845.000 184,560.00 F) 35 STRUCTURE BACKFILL (RETAINING WALL) M3 155.0000 30,380.00 391.000 60,605.00 F) 36 SAND BACKFILL M3 150.0000 6,900.00 45.800 6,870.00 37 DITCH EXCAVATION M3 22.0000 15,180.00 594.020 13,068.44 38 EMBANKMENT M3 1.0000 555,000.00 535,319.000 535,319.00 39 HIGHWAY PLANTING LS 675,000.0000 675,000.00 1.000 675,000.00 S) 40 IMPORTED TOPSOIL M3 30.0000 116,700.00 2,905.400 87,162.00 S) 41 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 1.000 25,000.00 S) 42 IRRIGATION SYSTEM LS 685,000.0000 685,000.00 1.000 685,000.00 S) 43 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 22,200.00 148.000 22,200.00 SF) 44 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 43,040.00 269.000 43,040.00 SF) 45 75 MM PLASTIC PIPE (PR315) (CONDUIT) M 20.0000 840.00 0.000 0.00 S) 46 20 MM WATER METER EA 3,200.0000 6,400.00 2.000 6,400.00 S) 47 50 MM WATER METER EA 4,600.0000 13,800.00 3.000 13,800.00 S) 48 200 MM CORRUGATED HIGH DENSITY M 140.0000 180,600.00 1,353.950 189,553.00 S) POLYETHYLENE PIPE CONDUIT 49 FINISHING ROADWAY LS 22,000.0000 22,000.00 1.000 22,000.00 PROGRAM CAS145 PAGE 3 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE M3 26.0000 954,200.00 38,047.800 989,242.80 51 ASPHALT TREATED PERMEABLE BASE M3 85.0000 505,750.00 5,950.000 505,750.00 52 ASPHALT CONCRETE (TYPE A) TONN 45.0000 742,500.00 17,734.020 798,030.90 53 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 480,000.00 8,786.760 439,338.00 54 PLACE ASPHALT CONCRETE DIKE M 4.0000 21,120.00 4,936.000 19,744.00 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 26,000.00 544.000 10,880.00 AREA) 56 ASPHALTIC EMULSION TONN 1,300.0000 15,600.00 28.900 37,570.00 (FOG SEAL COAT AND PAINT BINDER) 57 CONCRETE PAVEMENT M3 125.0000 1,637,500.00 13,032.000 1,629,000.00 58 SEAL PAVEMENT JOINT M 12.0000 53,400.00 24,497.400 293,968.80 59 FURNISH STEEL PILING (HP 250 X 85) M 45.0000 43,470.00 972.020 43,740.90 60 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 168,000.00 84.000 168,000.00 S) 61 FURNISH STEEL PILING (HP 310 X 125) M 72.0000 81,864.00 1,135.650 81,766.80 62 DRIVE STEEL PILE (HP 310 X 125) EA 2,000.0000 184,000.00 92.000 184,000.00 S) 63 PRESTRESSING CAST-IN-PLACE CONCRETE LS 260,000.0000 260,000.00 1.000 260,000.00 S) 64 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 208,080.00 578.000 208,080.00 F) 65 STRUCTURAL CONCRETE, BRIDGE M3 475.0000 2,415,850.00 5,096.000 2,420,600.00 F) 66 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 177,650.00 374.000 177,650.00 F) (TYPE N) 67 CLASS 2 CONCRETE M3 1,100.0000 38,500.00 31.950 35,145.00 68 CLASS 2 CONCRETE (RETAINING WALL) M3 250.0000 60,750.00 243.000 60,750.00 F) 69 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 261,300.00 201.593 262,070.90 F) 70 MINOR CONCRETE (BACKFILL) M3 220.0000 1,320.00 5.100 1,122.00 71 FRACTURED RIB TEXTURE M2 100.0000 11,000.00 110.000 11,000.00 F) 72 DRY STACK TEXTURE M2 85.0000 33,490.00 394.000 33,490.00 F) 73 PLANTABLE RETAINING WALL M2 385.0000 1,613,150.00 3,865.240 1,488,117.40 74 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 100.0000 22,000.00 220.000 22,000.00 SF) 75 SOUND WALL (MASONRY BLOCK) M2 180.0000 994,320.00 5,524.000 994,320.00 SF) 76 JOINT SEAL (TYPE B - MR 40 MM) M 120.0000 8,400.00 67.870 8,144.40 S) PROGRAM CAS145 PAGE 4 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 JOINT SEAL (TYPE B - MR 50 MM) M 140.0000 10,080.00 69.300 9,702.00 S) 78 JOINT SEAL ASSEMBLY (MR 70 MM) M 450.0000 21,600.00 48.550 21,847.50 S) 79 BAR REINFORCING STEEL KG 2.2000 4,138.20 1,822.000 4,008.40 SF) 80 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 719,952.75 757,845.000 719,952.75 SF) 81 BAR REINFORCING STEEL (RETAINING WALL) KG 3.2000 14,352.00 4,564.000 14,604.80 SF) 82 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.7000 14,322.00 1,860.000 14,322.00 F) WITH WALKWAY) 83 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.2500 7,905.00 1,860.000 7,905.00 SF)WITH WALKWAY) 84 FURNISH SIGN STRUCTURE (TRUSS) KG 4.4500 73,020.05 16,409.000 73,020.05 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 6,563.60 16,409.000 6,563.60 SF) 86 760 MM CAST-IN-DRILLED-HOLE M 1,400.0000 11,200.00 8.000 11,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 87 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 21,000.00 14.500 20,300.00 S) CONCRETE PILE (SIGN FOUNDATION) 88 ROADSIDE SIGN - ONE POST EA 190.0000 14,820.00 61.000 11,590.00 89 ROADSIDE SIGN - TWO POST EA 650.0000 1,300.00 2.000 1,300.00 90 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 7.000 700.00 METHOD) 91 450 MM REINFORCED CONCRETE PIPE M 130.0000 85,800.00 574.900 74,737.00 92 600 MM REINFORCED CONCRETE PIPE M 150.0000 175,500.00 1,072.230 160,834.50 93 750 MM REINFORCED CONCRETE PIPE M 210.0000 39,900.00 176.100 36,981.00 94 900 MM REINFORCED CONCRETE PIPE M 260.0000 163,800.00 632.650 164,489.00 95 1050 MM REINFORCED CONCRETE PIPE M 325.0000 19,175.00 58.800 19,110.00 96 1200 MM REINFORCED CONCRETE PIPE M 375.0000 101,250.00 262.400 98,400.00 97 1350 MM REINFORCED CONCRETE PIPE M 575.0000 7,475.00 7.160 4,117.00 98 1500 MM REINFORCED CONCRETE PIPE M 600.0000 42,000.00 70.000 42,000.00 99 750 MM BITUMINOUS COATED CORRUGATED M 220.0000 572.00 3.000 660.00 STEEL PIPE (2.77 MM THICK) 00 1200 MM BITUMINOUS COATED CORRUGATED M 250.0000 4,000.00 15.000 3,750.00 STEEL PIPE (2.77 MM THICK) 01 450 MM BITUMINOUS COATED SLOTTED M 320.0000 70,400.00 206.600 66,112.00 CORRUGATED STEEL PIPE (3.51 MM THICK) 02 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 112,200.00 5,104.000 112,288.00 03 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 19,500.00 557.300 27,865.00 PROGRAM CAS145 PAGE 5 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM BITUMINOUS COATED CORRUGATED M 120.0000 14,400.00 78.500 9,420.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 05 600 MM WELDED STEEL PIPE CASING M 250.0000 19,250.00 73.000 18,250.00 (9.53 MM THICK) 06 600 MM CONCRETE FLARED END SECTION EA 1,300.0000 6,500.00 4.000 5,200.00 07 150 MM GATE VALVE EA 1,100.0000 1,100.00 0.000 0.00 08 200 MM GATE VALVE EA 325.0000 1,300.00 2.000 650.00 09 250 MM GATE VALVE EA 1,600.0000 4,800.00 2.000 3,200.00 10 300 MM GATE VALVE EA 1,900.0000 1,900.00 1.000 1,900.00 11 400 MM BUTTERFLY VALVE EA 3,800.0000 15,200.00 6.000 22,800.00 12 900 MM PRECAST CONCRETE PIPE RISER M 425.0000 7,225.00 21.670 9,209.75 13 25 MM WATER LATERAL EA 1,100.0000 11,000.00 18.000 19,800.00 S) 14 50 MM WATER LATERAL EA 1,650.0000 8,250.00 1.000 1,650.00 S) 15 200 MM POLYVINYL CHLORIDE M 220.0000 35,200.00 122.600 26,972.00 S) WATER PIPE 16 250 MM POLYVINYL CHLORIDE M 300.0000 51,000.00 179.000 53,700.00 S) WATER PIPE 17 400 MM POLYVINYL CHLORIDE M 325.0000 204,750.00 582.600 189,345.00 S) WATER PIPE 18 200 MM POLYVINYL CHLORIDE M 160.0000 19,200.00 118.600 18,976.00 S) DR35 SEWER PIPE 19 SEWER MANHOLE (TYPE A) EA 9,500.0000 9,500.00 1.000 9,500.00 S) 20 TELEVISE SEWER LS 2,200.0000 2,200.00 1.000 2,200.00 S) 21 ROCK ENERGY DISSIPATOR M3 230.0000 161.00 0.700 161.00 22 CONCRETE (DITCH LINING) M3 400.0000 96,000.00 237.670 95,068.00 23 SLOPE PAVING (MASONRY BLOCK) M2 170.0000 241,910.00 1,423.000 241,910.00 F) 24 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 156,000.00 750.280 225,084.00 CONSTRUCTION) 25 MINOR CONCRETE (COLORED) M3 320.0000 28,800.00 97.220 31,110.40 26 MISCELLANEOUS IRON AND STEEL KG 2.7500 43,114.50 14,789.000 40,669.75 SF) 27 MISCELLANEOUS METAL (BRIDGE) KG 9.5000 10,953.50 1,153.000 10,953.50 SF) 28 CHAIN LINK FENCE (TYPE CL-1.8) M 27.0000 126,090.00 4,665.500 125,968.50 S) 29 LOCKABLE CONTROL GATE EA 2,500.0000 2,500.00 2.000 5,000.00 S) PROGRAM CAS145 PAGE 6 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 10,000.00 17.000 8,500.00 S) 31 DELINEATOR (CLASS 1) EA 44.0000 1,320.00 30.000 1,320.00 32 GUARD RAILING DELINEATOR EA 28.0000 756.00 42.000 1,176.00 33 TUBULAR STEEL FENCE M 400.0000 208,000.00 678.550 271,420.00 S) 34 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 20,800.00 592.900 77,077.00 S) 35 CHAIN LINK RAILING (TYPE 7) M 100.0000 28,700.00 287.000 28,700.00 SF) 36 PEDESTRIAN BARRICADE EA 150.0000 1,200.00 0.000 0.00 37 CONCRETE BARRIER (TYPE K) M 150.0000 3,750.00 0.000 0.00 38 CONCRETE BARRIER (TYPE 25) M 140.0000 41,300.00 295.000 41,300.00 F) 39 CONCRETE BARRIER (TYPE 25A) M 150.0000 12,450.00 72.200 10,830.00 40 CONCRETE BARRIER (TYPE 26) M 240.0000 34,320.00 143.000 34,320.00 F) 41 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 46,080.00 144.000 46,080.00 F) 42 CONCRETE BARRIER (TYPE 27 MODIFIED) M 160.0000 26,880.00 168.000 26,880.00 F) 43 CABLE RAILING M 25.0000 35,750.00 1,074.500 26,862.50 S) 44 CABLE ANCHOR ASSEMBLY EA 630.0000 2,520.00 0.000 0.00 S) 45 CABLE ANCHOR ASSEMBLY EA 630.0000 630.00 0.000 0.00 S) (BREAKAWAY, TYPE B) 46 TERMINAL SECTION (TYPE B) EA 100.0000 200.00 2.000 200.00 S) 47 TERMINAL SECTION (TYPE C) EA 125.0000 500.00 0.000 0.00 S) 48 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 11,000.00 5.000 11,000.00 S) 49 QUADGUARD CRASH CUSHION EA 33,000.0000 33,000.00 1.000 33,000.00 S) 50 CONCRETE BARRIER (TYPE 60) M 175.0000 301,000.00 1,698.100 297,167.50 51 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 14,060.00 302.430 11,492.34 S) 52 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 2,805.00 810.900 3,446.33 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2000 630.00 155.000 651.00 S) (BROKEN 3.66 M - 0.92 M) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 332.50 95.000 332.50 S) (BROKEN 5.18 M - 2.14 M) 55 PAINT TRAFFIC STRIPE (1-COAT) M 2.7500 5,857.50 1,039.600 2,858.90 S) 56 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 9,060.00 28,191.600 16,914.96 S) PROGRAM CAS145 PAGE 7 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 2,970.00 281.000 8,430.00 S) 58 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4500 4,785.00 3,416.000 4,953.20 S) 59 PAVEMENT MARKER (REFLECTIVE) EA 3.7500 6,487.50 1,735.000 6,506.25 S) 60 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 61 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.880 44,000.00 S) 62 SIGNAL AND LIGHTING (LOCATION 3) LS 55,000.0000 55,000.00 1.000 55,000.00 S) 63 SIGNAL AND LIGHTING (LOCATION 4) LS 68,000.0000 68,000.00 1.000 68,000.00 S) 64 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 1.000 70,000.00 S) 65 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 12,000.00 3.000 9,000.00 S) 66 LIGHTING CONDUIT (BRIDGE) M 40.0000 3,000.00 87.000 3,480.00 S) 67 COMMUNICATION CONDUIT (BRIDGE) M 75.0000 28,500.00 381.000 28,575.00 S) 68 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 14,000.00 309.000 12,360.00 S) 69 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 70 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 71 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 72 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 73 RAMP METERING SYSTEM LS 60,000.0000 60,000.00 1.000 60,000.00 S) 74 FIRE HYDRANT ASSEMBLY EA 4,200.0000 21,000.00 4.000 16,800.00 S) PROGRAM CAS145 PAGE 8 DATE 10/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 10:39 AM ESTIMATE NO. 58 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/27/04 R.E. NAME: NGUYEN, HUNG DATE OF THIS ESTIMATE 10/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 20,130,825.52 ADJUSTMENT OF COMPENSATION 197,914.98 983,146.08 EXTRA WORK 0.00 5,889,578.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 197,914.98 27,003,550.56 75 MOBILIZATION LS 1600,534.0000 1,600,534.00 1.000 1,600,534.00 ORIGINAL CONTRACT AMOUNT 21,210,722.10 TOTAL WORK COMPLETED 197,914.98 28,604,084.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -41,408.11 TOTAL 197,914.98 28,562,676.45 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/12/99 870 11/29/99 11/29/99 04/27/04 1001 98 176 0 100% 100% NGUYEN, HUNG RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/05