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 04/13/10 EST. NO.27 TIME 09:24 AM 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 --------------------------------------------------------------------------- 126 0001 3,100,000.00 A.C. @ L.S.(+) 041210 N 0001 0 3,100,000.00 TOTAL THIS ESTIMATE 2,078,663.42 TOTAL PREVIOUS ESTIMATE 5,178,663.42 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 04/13/10 EST. NO.27 TIME 09:24 AM 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 INCOMPLETE CPM -351,624.68 09 COMPLETE CPM 351,624.68 10 UNCOMPLETED CPM -319,262.12 11 UNCOMPLETED CPM -383,359.96 12 COMPLETE CPM EST.12 383,359.96 13 COMPLETE CPM EST.11 319,262.12 13 LOW COMPACTION ACB -30,000.00 13 UNCOMPLETED CPM -1,213,884.81 13 COMPLETED CPM #13 1,213,884.81 14 OUT-OF-SPEC PCC -6,900.00 16 PRESTRESS AS-BUILTS -5,000.00 16 PRESTRESS AS-BUILTS 5,000.00 18 LOW COMPACT ABC & AC -7,016.42 19 OUT-OF-SPEC PCC PAVE -1,417.37 19 THIN PCCP PANELS -6,900.00 22 0.00 -53,033.79 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 O/S PRS AUG -10,000.00 09 PRS RECD MAY 10,000.00 09 PRS RECD JULY 10,000.00 09 O/S PRS SEPT -10,000.00 10 O/S PRS OCT -10,000.00 11 PRS RECD SEPT 10,000.00 11 PRS RECD AUG 10,000.00 13 O/S PRS JAN -10,000.00 15 PRS RECD JUNE 10,000.00 15 O/S PRS FEB -10,000.00 16 PRS RECD JAN 10,000.00 16 O/S PRS MARCH -10,000.00 18 O/S PRS APRIL -10,000.00 19 O/S PRS MAY -10,000.00 21 PRS RECD OCT 10,000.00 21 PRS RECD MARCH 10,000.00 21 O/S PRS JUNE -10,000.00 22 PRS RECD MAY 10,000.00 23 PRS RECD FEB 10,000.00 23 PRS RECD APRIL 10,000.00 23 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 04/13/10 EST. NO.27 TIME 09:24 AM R.E. NAME: GOYAL, JITENDRA 11-068004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL PRS RECD JUNE 8,000.00 24 PRS RECD JUNE 2,000.00 25 0.00 0.00 LIQUIDATED DAMAGES 1 DAYS @ $24300/DAY -24,300.00 22 3 DAYS @ $6300/DAY -18,900.00 22 1 DAY @ $24300/DAY -24,300.00 23 29 DAYS @ $6300/DAY -182,700.00 23 ANTIC. LIQ. DAMAGES -74,700.00 24 63 DAYS @ $6300/DAY -396,900.00 24 0.00 -721,800.00 OVERBID ITEMS OVERBID ITEM NO. 001 -10,000.00 07 OVERBID ITEM NO. 001 -5,000.00 16 OVERBID ITEM NO. 001 15,000.00 24 0.00 0.00 OTHER OUTSTANDING DOCUMENTS 2402, 2403, FHWA-47 -10,000.00 24 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -784,833.79 PROGRAM CAS145 PAGE 1 DATE 04/13/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 09:24 AM ESTIMATE NO. 27 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 09/27/05 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 04/13/10 LOCATION RERUN FINAL 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 0.750 30,000.00 02 TIME-RELATED OVERHEAD LS 520,000.0000 520,000.00 1.000 520,000.00 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 1.000 40,000.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 06 SWEEPER EA 50,000.0000 100,000.00 2.000 100,000.00 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 65,430.00 175.000 1,575.00 10 TEMPORARY GRAVEL BAG EA 3.0000 2,400.00 1,012.000 3,036.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 18,000.00 12.000 36,000.00 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 1.000 60,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 1.000 60,000.00 S) 15 TYPE III BARRICADE EA 60.0000 3,660.00 85.000 5,100.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 146,500.00 4,026.000 20,130.00 S) 17 TEMPORARY PAVEMENT MARKER EA 5.0000 16,000.00 1,937.000 9,685.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 4.000 60,000.00 S) 19 TEMPORARY RAILING (TYPE K) M 50.0000 344,500.00 5,598.740 279,937.00 S) 20 TRAFFIC PLASTIC DRUM EA 30.0000 9,300.00 315.000 9,450.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 66,000.00 175.000 35,000.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 60.0000 4,800.00 47.600 2,856.00 PROGRAM CAS145 PAGE 2 DATE 04/13/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 09:24 AM ESTIMATE NO. 27 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 09/27/05 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 04/13/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 16,868.450 50,605.35 S) 25 REMOVE ROADSIDE SIGN EA 115.0000 5,290.00 47.000 5,405.00 26 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 4.000 20,000.00 27 REMOVE ASPHALT CONCRETE SURFACING M3 30.0000 3,900.00 134.500 4,035.00 28 SALVAGE METAL BRIDGE RAILING M 25.0000 7,500.00 221.900 5,547.50 29 RESET ROADSIDE SIGN EA 200.0000 1,400.00 7.000 1,400.00 30 RELOCATE ROADSIDE SIGN EA 225.0000 2,250.00 22.000 4,950.00 31 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 1.000 10,000.00 32 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000.00 33 DEVELOP WATER SUPPLY LS 58,000.0000 58,000.00 1.000 58,000.00 34 ROADWAY EXCAVATION M3 1.2000 3,208,440.00 2,631,740.490 3,158,088.59 35 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 7,020.00 351.000 7,020.00 F) 37 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 14,140.00 322.000 6,440.00 F) 38 STRUCTURE EXCAVATION (TYPE D) M3 20.0000 9,200.00 460.000 9,200.00 F) (RETAINING WALL) 39 STRUCTURE EXCAVATION (TIEBACK WALL) M3 20.0000 1,840.00 92.000 1,840.00 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 56,100.00 346.000 34,600.00 F) 41 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 27,000.00 270.000 27,000.00 F) 42 STRUCTURE BACKFILL (TIEBACK WALL) M3 200.0000 600.00 3.000 600.00 F) 43 EROSION CONTROL (BLANKET) M2 10.0000 6,100.00 0.000 0.00 44 200 MM CORRUGATED HIGH DENSITY M 140.0000 43,400.00 302.099 42,293.86 POLYETHYLENE PIPE CONDUIT 45 FINISHING ROADWAY LS 50,000.0000 50,000.00 1.000 50,000.00 46 CLASS 4 AGGREGATE SUBBASE M3 50.0000 640,000.00 12,037.565 601,878.25 47 CLASS 2 AGGREGATE BASE M3 55.0000 5,665,000.00 106,327.273 5,848,000.02 48 ASPHALT CONCRETE (TYPE A) TONN 60.0000 1,404,000.00 24,765.660 1,485,939.60 49 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 3,265,000.00 60,585.870 3,029,293.50 PROGRAM CAS145 PAGE 3 DATE 04/13/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 09:24 AM ESTIMATE NO. 27 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 09/27/05 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 04/13/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,732.940 56,832.35 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 35.0000 11,900.00 105.560 3,694.60 AREA) 52 CONCRETE PAVEMENT M3 147.0000 7,364,700.00 49,105.477 7,218,505.12 53 SEAL PAVEMENT JOINT M 3.0000 280,200.00 103,077.800 309,233.40 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 37,665.00 837.000 37,665.00 56 DRIVE PILE (CLASS 625C) EA 1,400.0000 61,600.00 44.000 61,600.00 S) 57 FURNISH PILING (CLASS 400C) M 45.0000 99,855.00 965.000 43,425.00 58 DRIVE PILE (CLASS 400C) EA 1,400.0000 198,800.00 64.000 89,600.00 S) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 60,000.0000 60,000.00 1.000 60,000.00 S) 60 TIEBACK ANCHOR EA 3,000.0000 69,000.00 23.000 69,000.00 S) 61 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 150,000.00 299.000 119,600.00 F) 62 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,136,000.00 1,010.000 808,000.00 F) 63 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 93,750.00 125.000 93,750.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 39,000.00 34.000 17,000.00 F) (TYPE EQ) 65 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 10,500.00 21.000 10,500.00 (TYPE R) 66 CLASS 2 CONCRETE (BOX CULVERT) M3 650.0000 260,650.00 152.940 99,411.00 F) 67 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 240,000.00 222.667 334,000.50 F) 68 FRACTURED RIB TEXTURE M2 200.0000 26,000.00 130.000 26,000.00 F) 69 DRILL AND BOND DOWEL M 120.0000 16,800.00 97.970 11,756.40 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 41.000 8,200.00 72 BAR REINFORCING STEEL (BRIDGE) KG 1.3400 296,140.00 158,000.000 211,720.00 SF) 73 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 11,640.00 9,700.000 11,640.00 SF) 74 BAR REINFORCING STEEL (BOX CULVERT) KG 1.2000 48,276.00 15,292.000 18,350.40 F) 75 HEADED BAR REINFORCEMENT EA 250.0000 10,000.00 40.000 10,000.00 76 SHOTCRETE M3 350.0000 12,600.00 36.000 12,600.00 F) PROGRAM CAS145 PAGE 4 DATE 04/13/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 09:24 AM ESTIMATE NO. 27 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 09/27/05 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 04/13/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 300.00 SF) 78 COLUMN CASING KG 10.0000 24,000.00 2,400.000 24,000.00 SF) 79 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 19,110.00 2,730.000 19,110.00 F) WITH WALKWAY) 80 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 9,992.00 4,996.000 9,992.00 F) WITH WALKWAY) 81 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 34,972.00 4,996.000 34,972.00 F) 82 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,997.00 6,997.000 6,997.00 SF) 83 920 MM CAST-IN-DRILLED-HOLE M 2,250.0000 24,750.00 11.000 24,750.00 S) CONCRETE PILE (SIGN FOUNDATION) 84 ROADSIDE SIGN - ONE POST EA 305.0000 28,365.00 105.000 32,025.00 85 ROADSIDE SIGN - TWO POST EA 785.0000 11,775.00 30.000 23,550.00 86 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 500.00 6.000 750.00 METHOD) 87 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 350.0000 3,850.00 7.000 2,450.00 88 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 250.00 2.000 250.00 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 73.700 18,425.00 91 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 105,000.00 367.122 110,136.60 92 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 132,800.00 856.550 137,048.00 93 750 MM ALTERNATIVE PIPE CULVERT M 240.0000 72,000.00 272.526 65,406.24 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 164,000.00 842.955 168,591.00 96 750 MM POLYVINYL CHLORIDE M 200.0000 102,000.00 326.770 65,354.00 97 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 6,300.00 5.000 1,750.00 98 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,500.00 6.000 3,000.00 99 900 MM ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 0.000 0.00 00 ROCK SLOPE PROTECTION M3 100.0000 21,000.00 257.790 25,779.00 (FACING, METHOD B) 01 SLOPE PAVING (CONCRETE) M3 300.0000 30,900.00 72.000 21,600.00 F) 02 MINOR CONCRETE (SLOPE PROTECTION) M3 300.0000 3,600.00 22.665 6,799.50 03 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,240.00 1,081.870 2,163.74 PROGRAM CAS145 PAGE 5 DATE 04/13/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 09:24 AM ESTIMATE NO. 27 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 09/27/05 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 04/13/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,200.00 104.000 5,200.00 F) 05 MISCELLANEOUS IRON AND STEEL KG 6.5000 45,630.00 3,943.000 25,629.50 SF) 06 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 28,300.00 2,830.000 28,300.00 SF) 07 FENCE (TYPE BW, 4-STRAND, METAL POST) M 10.0000 208,000.00 21,012.640 210,126.40 S) 08 CHAIN LINK FENCE (TYPE CL-1.5) M 165.0000 3,630.00 22.000 3,630.00 S) 09 CHAIN LINK SLIDING GATE EA 5,200.0000 10,400.00 2.000 10,400.00 S) 10 DELINEATOR (CLASS 1) EA 30.0000 12,000.00 423.000 12,690.00 11 MILEPOST MARKER EA 40.0000 640.00 21.000 840.00 12 GUARD RAILING DELINEATOR EA 20.0000 2,000.00 129.000 2,580.00 S) 13 OBJECT MARKER EA 40.0000 360.00 0.000 0.00 14 METAL BEAM GUARD RAILING M 90.0000 18,000.00 830.580 74,752.20 S) 15 CONCRETE BARRIER (TYPE 25) M 140.0000 49,000.00 246.000 34,440.00 F) 16 CONCRETE BARRIER (TYPE 25R) M 140.0000 10,500.00 75.000 10,500.00 F) 17 CABLE RAILING M 135.0000 34,830.00 255.290 34,464.15 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 12.000 36,000.00 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 16,500.00 103.310 15,496.50 S) 23 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 17,100.00 604.900 18,147.00 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 12,933.00 4,452.000 12,020.40 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 1,054.00 582.000 989.40 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 360.00 413.000 413.00 S) (BROKEN 5.18 M - 2.14 M) 27 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 35,595.00 97,883.000 44,047.35 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 7,163.00 5,955.000 7,741.50 S) 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 15,180.00 5,274.000 15,822.00 S) 30 HIGHWAY LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 PROGRAM CAS145 PAGE 6 DATE 04/13/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 09:24 AM ESTIMATE NO. 27 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 09/27/05 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 04/13/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 150,000.00 S) 32 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 S) 33 LIGHTING CONDUIT (BRIDGE) M 30.0000 2,490.00 85.000 2,550.00 S) 34 TRAFFIC MONITORING STATION (LOCATION 1) LS 11,000.0000 11,000.00 1.000 11,000.00 S) 35 TRAFFIC MONITORING STATION (LOCATION 2) LS 17,000.0000 17,000.00 1.000 17,000.00 S) PROGRAM CAS145 PAGE 7 DATE 04/13/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-068004 TIME 09:24 AM ESTIMATE NO. 27 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 09/27/05 R.E. NAME: GOYAL, JITENDRA DATE OF THIS ESTIMATE 04/13/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,861,767.92 ADJUSTMENT OF COMPENSATION 3,100,000.00 3,849,239.14 EXTRA WORK 0.00 1,329,424.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,100,000.00 33,040,431.34 36 MOBILIZATION LS 3068,663.0000 3,068,663.00 1.000 3,068,663.00 ORIGINAL CONTRACT AMOUNT 32,435,000.00 TOTAL WORK COMPLETED 3,100,000.00 36,109,094.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -784,833.79 TOTAL 3,100,000.00 35,324,260.55 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 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 02/17/04 260 03/03/04 03/03/04 09/27/05 380 15 60 0 100% 100% GOYAL, JITENDRA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/13/10