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 08/24/04 EST. NO.08 TIME 12:57 PM R.E. NAME: GOYAL, JITENDRA 11-068004 --------------------------------------------------------------------------- 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 0059 597.28 E.W. @ F.A.(+) 062804 N 147 0 0060 597.28 062904 N 148 0 0061 597.28 063004 N 149 0 0062 621.83 070104 N 150 0 0063 621.83 070204 N 151 0 0064 621.83 070604 N 152 0 0065 621.83 070704 N 153 0 0066 621.83 070804 N 154 0 0067 589.97 071204 N 155 0 0068 589.97 071304 N 156 0 0069 589.97 071404 N 157 0 0070 589.97 071504 N 158 0 0071 589.97 071604 N 159 0 0072 589.97 071904 N 160 0 0073 589.97 072004 N 161 0 0074 589.97 072104 N 162 0 0075 558.10 072204 N 163 0 0076 589.97 072304 N 164 0 0077 589.97 072604 N 165 0 0078 589.97 072704 N 166 0 0079 589.97 072804 N 167 0 0080 589.97 072904 N 168 0 0081 589.97 073004 N 169 0 0082 589.97 080204 N 170 0 0083 589.97 080304 N 171 0 0084 526.22 080404 N 172 0 0085 589.97 080504 N 173 0 0086 589.97 080604 N 174 0 0087 589.97 080904 N 175 0 0088 589.97 081004 N 176 0 0089 589.97 081104 N 177 0 0090 589.97 081204 N 178 0 0091 605.90 081404 N 179 0 0092 621.83 070904 N 180 0 0093 589.97 081304 N 181 0 0094 653.70 081604 N 182 0 0095 589.97 081704 N 183 0 002 0029 59.51 E.W. @ F.A.(+) 070604 N 136 0 0030 120.98 072004 N 137 0 0031 266.79 081004 N 138 0 020 0002 74.46 E.W. @ F.A.(+) 050504 N 135 0 034 0007 646.13 E.W. @ F.A.(+) 062904 N 140 0 038 0002 11,158.32 E.W. @ F.A.(+) 060804 N 133 0 0002-1 -11,158.32 060804 N 133 0 DAO CORRECTING ENTRY 0002-2 6,424.99 060804 N 133 0 DAO CORRECTING ENTRY 039 0003 814.49 E.W. @ F.A.(+) 072704 N 141 0 0004 146.63 072804 N 142 0 040 0001 1,828.97 E.W. @ F.A.(+) 062604 N 130 0 0002 5,786.91 062304 N 131 0 041 0001 11,709.90 E.W. @ L.S.(+) 070904 N 1 0 046 0001 585.82 E.W. @ F.A.(+) 071504 N 143 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 08/24/04 EST. NO.08 TIME 12:57 PM R.E. NAME: GOYAL, JITENDRA 11-068004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0002 286.69 072704 N 144 0 50,778.29 TOTAL THIS ESTIMATE 282,815.52 TOTAL PREVIOUS ESTIMATE 333,593.81 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 08/24/04 EST. NO.08 TIME 12:57 PM R.E. NAME: GOYAL, JITENDRA 11-068004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCH DEDUCT -354,948.00 03 CPM SCHEDULE RETND 354,948.00 04 UNMITIGATE CIDH PILE -800.00 08 -800.00 -800.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB -10,000.00 01 PRS RECD FEB 10,000.00 02 O/S PRS APRIL -10,000.00 03 O/S PRS MAY -10,000.00 05 O/S PRS JUNE -10,000.00 07 PRS RECD APRIL 10,000.00 07 O/S PRS JULY -10,000.00 08 -10,000.00 -30,000.00 OVERBID ITEMS OVERBID ITEM NO. 001 -10,000.00 07 0.00 -10,000.00 TOTAL DEDUCTIONS -10,800.00 -40,800.00 PROGRAM CAS145 PAGE 1 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 12:57 PM ESTIMATE NO. 08 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 08/24/04 LOCATION PROGRESS ESTIMATE 11-IMP-7-1.1/7.0 ----------------- COFFMAN SPECIALTIES, INC. IN IMPERIAL COUNTY NEAR CALEXICO GEN. & ENGINEERING CONTRACTORS AT VARIOUS LOCATIONS 4375 JUTLAND DR., #260 SAN DIEGO,CA 92117-3632 FED. AID NO. ACIM-008 -2(99)123,ACIM-008 -2(99)N ,ACST-X025(26)N CONSTRUCT 4 LANE HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 40,000.0000 40,000.00 0.500 20,000.00 02 TIME-RELATED OVERHEAD LS 520,000.0000 520,000.00 0.089 46,280.00 0.462 240,240.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 20,600.00 934.000 18,680.00 04 PREPARE STORM WATER POLLUTION LS 40,000.0000 40,000.00 0.750 30,000.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.088 8,800.00 0.461 46,100.00 06 SWEEPER EA 50,000.0000 100,000.00 0.177 8,850.00 0.923 46,150.00 S) 07 TEMPORARY EROSION CONTROL M2 0.2500 215,825.00 0.000 0.00 08 MOVE-IN/MOVE-OUT EA 2,000.0000 8,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY FIBER ROLL M 9.0000 65,430.00 0.000 0.00 10 TEMPORARY GRAVEL BAG EA 3.0000 2,400.00 0.000 0.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 18,000.00 1.000 3,000.00 7.000 21,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 64,000.00 3.000 24,000.00 (TYPE 2) 13 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.036 2,160.00 0.585 35,100.00 S) 14 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.089 5,340.00 0.462 27,720.00 S) 15 TYPE III BARRICADE EA 60.0000 3,660.00 2.000 120.00 8.000 480.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 146,500.00 2,862.000 14,310.00 S) 17 TEMPORARY PAVEMENT MARKER EA 5.0000 16,000.00 1,470.000 7,350.00 1,742.000 8,710.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 0.177 2,655.00 2.923 43,845.00 S) 19 TEMPORARY RAILING (TYPE K) M 50.0000 344,500.00 3,000.000 150,000.00 4,342.300 217,115.00 S) 20 TRAFFIC PLASTIC DRUM EA 30.0000 9,300.00 39.000 1,170.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 66,000.00 56.000 11,200.00 126.000 25,200.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 60.0000 4,800.00 47.600 2,856.00 PROGRAM CAS145 PAGE 2 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 12:57 PM ESTIMATE NO. 08 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 33,700.00 0.000 0.00 S) STRIPE 24 REMOVE TRAFFIC STRIPE M 3.0000 12,240.00 0.000 0.00 S) 25 REMOVE ROADSIDE SIGN EA 115.0000 5,290.00 0.000 0.00 26 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 0.000 0.00 27 REMOVE ASPHALT CONCRETE SURFACING M3 30.0000 3,900.00 106.800 3,204.00 134.500 4,035.00 28 SALVAGE METAL BRIDGE RAILING M 25.0000 7,500.00 87.400 2,185.00 29 RESET ROADSIDE SIGN EA 200.0000 1,400.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN EA 225.0000 2,250.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 0.820 8,200.00 32 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.900 270,000.00 33 DEVELOP WATER SUPPLY LS 58,000.0000 58,000.00 0.089 5,162.00 0.462 26,796.00 34 ROADWAY EXCAVATION M3 1.2000 3,208,440.00 70,881.780 85,058.14 2,307,710.690 2,769,252.83 35 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 7,020.00 4.860 97.20 F) 37 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 14,140.00 70.440 1,408.80 F) 38 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 9,200.00 0.000 0.00 F) (RETAINING WALL) 39 STRUCTURE EXCAVATION (TIEBACK WALL) M3 20.0000 1,840.00 0.000 0.00 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 56,100.00 0.000 0.00 F) 41 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 27,000.00 0.000 0.00 F) 42 STRUCTURE BACKFILL (TIEBACK WALL) M3 200.0000 600.00 0.000 0.00 F) 43 EROSION CONTROL (BLANKET) M2 10.0000 6,100.00 0.000 0.00 44 200 MM CORRUGATED HIGH DENSITY M 140.0000 43,400.00 12.500 1,750.00 94.959 13,294.26 POLYETHYLENE PIPE CONDUIT 45 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0.00 46 CLASS 4 AGGREGATE SUBBASE M3 50.0000 640,000.00 5,264.195 263,209.75 47 CLASS 2 AGGREGATE BASE M3 55.0000 5,665,000.00 29,013.510 1,595,743.05 59,969.096 3,298,300.28 48 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,404,000.00 2,305.580 138,334.80 49 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 3,265,000.00 8,765.740 438,287.00 32,523.510 1,626,175.50 PROGRAM CAS145 PAGE 3 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 12:57 PM ESTIMATE NO. 08 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE M 2.5000 53,000.00 0.000 0.00 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 11,900.00 0.000 0.00 AREA) 52 CONCRETE PAVEMENT M3 147.0000 7,364,700.00 0.000 0.00 53 SEAL PAVEMENT JOINT M 3.0000 280,200.00 0.000 0.00 54 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 35,200.00 87.000 34,800.00 S) PILING 55 FURNISH PILING (CLASS 625C) M 45.0000 37,665.00 0.000 0.00 56 DRIVE PILE (CLASS 625C) EA 1,400.0000 61,600.00 0.000 0.00 S) 57 FURNISH PILING (CLASS 400C) M 45.0000 99,855.00 0.000 0.00 58 DRIVE PILE (CLASS 400C) EA 1,400.0000 198,800.00 0.000 0.00 S) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 60,000.0000 60,000.00 0.000 0.00 S) 60 TIEBACK ANCHOR EA 3,000.0000 69,000.00 0.000 0.00 S) 61 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 150,000.00 0.000 0.00 F) 62 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,136,000.00 0.000 0.00 F) 63 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 93,750.00 0.000 0.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 39,000.00 0.000 0.00 F) (TYPE EQ) 65 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 10,500.00 0.000 0.00 (TYPE R) 66 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 260,650.00 149.360 97,084.00 F) 67 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 240,000.00 10.106 15,159.00 121.776 182,664.00 F) 68 FRACTURED RIB TEXTURE M2 200.0000 26,000.00 0.000 0.00 F) 69 DRILL AND BOND DOWEL M 120.0000 16,800.00 96.900 11,628.00 96.900 11,628.00 70 JOINT SEAL (MR 30 MM) M 110.0000 9,570.00 0.000 0.00 S) 71 JOINT SEAL (MR 40 MM) M 200.0000 8,200.00 0.000 0.00 72 BAR REINFORCING STEEL (BRIDGE) KG 1.3400 296,140.00 2,786.890 3,734.43 6,413.700 8,594.36 SF) 73 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 11,640.00 0.000 0.00 SF) 74 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2000 48,276.00 14,210.000 17,052.00 F) 75 HEADED BAR REINFORCEMENT EA 250.0000 10,000.00 0.000 0.00 76 SHOTCRETE M3 350.0000 12,600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 12:57 PM ESTIMATE NO. 08 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT MEMBRANE WATERPROOFING M2 100.0000 300.00 0.000 0.00 SF) 78 COLUMN CASING KG 10.0000 24,000.00 0.000 0.00 SF) 79 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 19,110.00 0.000 0.00 F) WITH WALKWAY) 80 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 9,992.00 0.000 0.00 F) WITH WALKWAY) 81 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 34,972.00 0.000 0.00 F) 82 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,997.00 0.000 0.00 SF) 83 920 MM CAST-IN-DRILLED-HOLE M 2,250.0000 24,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 84 ROADSIDE SIGN - ONE POST EA 305.0000 28,365.00 0.000 0.00 85 ROADSIDE SIGN - TWO POST EA 785.0000 11,775.00 0.000 0.00 86 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 500.00 0.000 0.00 METHOD) 87 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 350.0000 3,850.00 0.000 0.00 88 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 250.00 0.000 0.00 EXISTING POST 89 INSTALL ROADSIDE SIGN EA 1,100.0000 14,300.00 0.000 0.00 (LAMINATED WOOD BOX POST) 90 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 10,000.00 10.000 2,500.00 91 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 105,000.00 37.660 11,298.00 349.122 104,736.60 92 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 132,800.00 93.330 14,932.80 703.160 112,505.60 93 750 MM ALTERNATIVE PIPE CULVERT M 240.0000 72,000.00 29.000 6,960.00 312.425 74,982.00 94 900 MM ALTERNATIVE PIPE CULVERT M 400.0000 6,800.00 18.300 7,320.00 95 600 MM POLYVINYL CHLORIDE PIPE M 200.0000 164,000.00 17.630 3,526.00 842.955 168,591.00 96 750 MM POLYVINYL CHLORIDE M 200.0000 102,000.00 34.230 6,846.00 183.190 36,638.00 97 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 6,300.00 0.000 0.00 98 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,500.00 0.000 0.00 99 900 MM ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 00 ROCK SLOPE PROTECTION M3 100.0000 21,000.00 0.000 0.00 (FACING, METHOD B) 01 SLOPE PAVING (CONCRETE) M3 300.0000 30,900.00 0.000 0.00 F) 02 MINOR CONCRETE (SLOPE PROTECTION) M3 300.0000 3,600.00 0.000 0.00 03 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,240.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 12:57 PM ESTIMATE NO. 08 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (GUTTER) M 50.0000 5,200.00 0.000 0.00 F) 05 MISCELLANEOUS IRON AND STEEL KG 6.5000 45,630.00 150.000 975.00 792.000 5,148.00 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 28,300.00 0.000 0.00 SF) 07 FENCE (TYPE BW, 4-STRAND, METAL POST) M 10.0000 208,000.00 0.000 0.00 S) 08 CHAIN LINK FENCE (TYPE CL-1.5) M 165.0000 3,630.00 0.000 0.00 S) 09 CHAIN LINK SLIDING GATE EA 5,200.0000 10,400.00 0.000 0.00 S) 10 DELINEATOR (CLASS 1) EA 30.0000 12,000.00 0.000 0.00 11 MILEPOST MARKER EA 40.0000 640.00 0.000 0.00 12 GUARD RAILING DELINEATOR EA 20.0000 2,000.00 0.000 0.00 S) 13 OBJECT MARKER EA 40.0000 360.00 0.000 0.00 14 METAL BEAM GUARD RAILING M 90.0000 18,000.00 0.000 0.00 S) 15 CONCRETE BARRIER (TYPE 25) M 140.0000 49,000.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 25R) M 140.0000 10,500.00 0.000 0.00 F) 17 CABLE RAILING M 135.0000 34,830.00 0.000 0.00 SF) 18 TERMINAL SECTION (TYPE B) EA 135.0000 540.00 0.000 0.00 S) 19 END SECTION EA 135.0000 1,350.00 0.000 0.00 S) 20 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 39,000.00 0.000 0.00 S) 21 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 2,300.00 0.000 0.00 S) 22 CONCRETE BARRIER (TYPE 60D) M 150.0000 16,500.00 0.000 0.00 S) 23 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 17,100.00 0.000 0.00 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 12,933.00 0.000 0.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 1,054.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 360.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 27 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 35,595.00 10,881.000 4,896.45 10,881.000 4,896.45 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 7,163.00 0.000 0.00 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 15,180.00 0.000 0.00 S) 30 HIGHWAY LIGHTING LS 50,000.0000 50,000.00 0.145 7,250.00 0.145 7,250.00 PROGRAM CAS145 PAGE 6 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 12:57 PM ESTIMATE NO. 08 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.230 34,500.00 S) 32 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.000 0.00 S) 33 LIGHTING CONDUIT (BRIDGE) M 30.0000 2,490.00 0.000 0.00 S) 34 TRAFFIC MONITORING STATION (LOCATION 1) LS 11,000.0000 11,000.00 0.000 0.00 S) 35 TRAFFIC MONITORING STATION (LOCATION 2) LS 17,000.0000 17,000.00 0.120 2,040.00 S) PROGRAM CAS145 PAGE 7 DATE 08/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 12:57 PM ESTIMATE NO. 08 BID OPENING 11/20/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 08/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,462,164.87 10,166,895.43 ADJUSTMENT OF COMPENSATION 0.00 50,592.46 EXTRA WORK 50,778.29 283,001.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,512,943.16 10,500,489.24 36 MOBILIZATION LS 3068,663.0000 3,068,663.00 0.950 2,915,229.85 ORIGINAL CONTRACT AMOUNT 32,435,000.00 TOTAL WORK COMPLETED 2,512,943.16 13,415,719.09 MATERIALS ON HAND ON SITE 17,691.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,800.00 -40,800.00 TOTAL 2,502,143.16 13,392,610.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 20,000.00 40,000.00 20,000.00 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 02/17/04 260 03/03/04 03/03/04 03/15/05 120 0 0 0 41% 46% PROGRESS IS SATISFACTORY GOYAL, JITENDRA RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/24/04