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 05/19/06 EST. NO.01 TIME 11:38 AM R.E. NAME: 10 CROW CANYON CT., SUITE 1 04-228554 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/19/06 EST. NO.01 TIME 11:38 AM R.E. NAME: 10 CROW CANYON CT., SUITE 1 04-228554 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 LOCATION PROGRESS ESTIMATE 04-CC-680-2.9/4.3 ----------------- 04-CC-680-6.7/7.6 NEHEMIAH CONSTRUCTION INC. IN CONTRA COSTA COUNTY IN SAN RAMON 4790 EAST, SUITE 101 AND DANVILLE AT VARIOUS LOCATIONS SAN RAMON, CA 94583 FED. AID NO. STPL-6204(56)E CONSTRUCT AUXILIARY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 616,250.0000 616,250.00 0.110 67,787.50 0.110 67,787.50 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 660.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) M 20.0000 18,200.00 400.000 8,000.00 400.000 8,000.00 05 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 06 PREPARE STORM WATER POLLUTION LS 5,250.0000 5,250.00 1.000 5,250.00 1.000 5,250.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.110 1,100.00 0.110 1,100.00 08 DEWATERING LS 2,000.0000 2,000.00 0.000 0.00 09 TEMPORARY EROSION CONTROL M2 2.0000 6,280.00 0.000 0.00 10 TEMPORARY SILT FENCE M 20.0000 33,400.00 1,000.000 20,000.00 1,000.000 20,000.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 10,000.00 1.000 5,000.00 1.000 5,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 1.000 3,000.00 1.000 3,000.00 13 TEMPORARY COVER M2 10.0000 6,000.00 0.000 0.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 4,000.00 4.000 2,000.00 4.000 2,000.00 15 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750.00 0.750 18,750.00 S) 16 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.250 17,500.00 0.250 17,500.00 S) 17 TYPE III BARRICADE EA 200.0000 1,000.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 1,300.00 11.200 560.00 11.200 560.00 S) 19 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 27,440.00 3,089.000 12,356.00 3,089.000 12,356.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 4,206.00 4,315.000 2,589.00 4,315.000 2,589.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 7,125.00 22.000 1,650.00 22.000 1,650.00 S) 22 FLASHING BEACON (PORTABLE) EA 1,000.0000 15,000.00 4.000 4,000.00 4.000 4,000.00 S) PROGRAM CAS145 PAGE 2 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 2.0000 9,480.00 2,401.000 4,802.00 2,401.000 4,802.00 S) 24 TEMPORARY TERMINAL SECTION (TYPE K) EA 500.0000 2,000.00 2.000 1,000.00 2.000 1,000.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 35,000.00 4.000 20,000.00 4.000 20,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 30.0000 225,000.00 2,850.000 85,500.00 2,850.000 85,500.00 S) 27 TEMPORARY CRASH CUSHION MODULE EA 300.0000 66,000.00 85.000 25,500.00 85.000 25,500.00 S) 28 REMOVE CHAIN LINK FENCE M 20.0000 12,000.00 122.000 2,440.00 122.000 2,440.00 29 REMOVE METAL BEAM GUARD RAILING M 40.0000 29,600.00 0.000 0.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 12,060.00 1,865.000 5,595.00 1,865.000 5,595.00 STRIPE 31 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 190.00 0.000 0.00 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,500.00 5,622.000 11,244.00 5,622.000 11,244.00 33 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 10.0000 220.00 14.100 141.00 14.100 141.00 34 REMOVE PAVEMENT MARKER EA 5.0000 22,200.00 2,601.000 13,005.00 2,601.000 13,005.00 35 REMOVE ROADSIDE SIGN (WOOD POST) EA 250.0000 1,500.00 0.000 0.00 36 REMOVE SIGN STRUCTURE EA 6,250.0000 37,500.00 4.000 25,000.00 4.000 25,000.00 37 REMOVE ASPHALT CONCRETE DIKE M 100.0000 2,200.00 0.000 0.00 38 REMOVE CULVERT M 75.0000 9,825.00 0.000 0.00 39 REMOVE INLET EA 300.0000 5,100.00 0.000 0.00 40 REMOVE DOWNDRAIN M 100.0000 5,100.00 0.000 0.00 41 REMOVE EXISTING SOUND WALL M 80.0000 60,000.00 460.000 36,800.00 460.000 36,800.00 42 REMOVE STEEL CRIB WALL (PORTION) M3 500.0000 9,000.00 0.000 0.00 43 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 3,000.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN-TWO POST EA 1,000.0000 4,000.00 0.000 0.00 45 RELOCATE ROADSIDE SIGN EA 700.0000 4,900.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 30.0000 4,800.00 0.000 0.00 S) 47 REMOVE CONCRETE M3 400.0000 59,200.00 68.000 27,200.00 68.000 27,200.00 48 REMOVE CONCRETE BARRIER M 85.0000 63,750.00 460.000 39,100.00 460.000 39,100.00 49 REMOVE UNSOUND CONCRETE M3 5,000.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEAN BRIDGE DECK M2 4.0000 17,140.00 0.000 0.00 51 REMOVE CRASH CUSHION EA 500.0000 1,000.00 0.000 0.00 52 BRIDGE REMOVAL (PORTION) LS 50,000.0000 50,000.00 0.000 0.00 53 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.500 75,000.00 0.500 75,000.00 54 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0.00 55 ROADWAY EXCAVATION M3 25.0000 330,000.00 478.750 11,968.75 478.750 11,968.75 56 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 231,000.00 500.000 150,000.00 500.000 150,000.00 F) 58 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 68,000.00 0.000 0.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 89,190.00 100.000 3,000.00 100.000 3,000.00 F) 60 STRUCTURE EXCAVATION (SOUND WALL) M3 30.0000 57,120.00 0.000 0.00 F) 61 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 18,300.00 0.000 0.00 F) 62 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 24,360.00 0.000 0.00 F) 63 STRUCTURE BACKFILL (SOUND WALL) M3 30.0000 51,000.00 0.000 0.00 F) 64 LIGHTWEIGHT STRUCTURAL BACKFILL M3 150.0000 174,750.00 0.000 0.00 F) (RETAINING WALL) 65 DITCH EXCAVATION M3 40.0000 10,400.00 0.000 0.00 66 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 17,400.00 0.000 0.00 67 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0.00 S) 68 EROSION CONTROL BARK MULCH M3 30.0000 14,700.00 0.000 0.00 S) 69 EROSION CONTROL (NETTING) M2 10.0000 44,600.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 600.0000 3,540.00 0.000 0.00 S) 71 FIBER (EROSION CONTROL) KG 2.0000 1,880.00 0.000 0.00 S) 72 FIBER ROLLS M 10.0000 40,900.00 0.000 0.00 S) 73 COMPOST (EROSION CONTROL) M3 2.0000 5,500.00 0.000 0.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 3,075.00 0.000 0.00 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 1,260.00 0.000 0.00 S) 76 MAINTAIN EXISTING PLANTS LS 35,000.0000 35,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.000 0.00 S) 78 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 0.000 0.00 S) 79 WATER METER EA 25,000.0000 25,000.00 0.000 0.00 S) 80 EXTEND 200 MM CONDUIT M 400.0000 13,200.00 20.000 8,000.00 20.000 8,000.00 S) 81 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0.00 82 LIME TONN 170.0000 98,600.00 0.000 0.00 83 LIME STABILIZATION M2 2.0000 35,020.00 0.000 0.00 84 CLASS 4 AGGREGATE SUBBASE (BRIDGE) M3 100.0000 8,000.00 0.000 0.00 85 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 10,200.00 0.000 0.00 86 CLASS 3 AGGREGATE BASE M3 50.0000 154,500.00 373.880 18,694.00 373.880 18,694.00 87 CLASS 3 AGGREGATE BASE (RETAINING WALL) M3 400.0000 16,400.00 0.000 0.00 88 LEAN CONCRETE BASE M3 250.0000 657,500.00 0.000 0.00 89 ASPHALTIC EMULSION (CURING SEAL) TONN 500.0000 8,000.00 0.000 0.00 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,200.0000 10,340.00 0.000 0.00 91 ASPHALT CONCRETE (TYPE A) TONN 85.0000 530,400.00 0.000 0.00 92 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 120.0000 79,200.00 0.000 0.00 AREA) 93 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 3,600.00 0.000 0.00 94 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 12.0000 15,000.00 0.000 0.00 95 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 1,560.00 0.000 0.00 96 CONCRETE PAVEMENT M3 320.0000 1,625,600.00 0.000 0.00 97 SEAL PAVEMENT JOINT M 10.0000 66,500.00 0.000 0.00 98 SEAL LONGITUDINAL ISOLATION JOINT M 8.0000 19,520.00 0.000 0.00 99 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 25,200.00 0.000 0.00 S) PILING 00 FURNISH PILING (CLASS 900) M 140.0000 172,200.00 0.000 0.00 (ALTERNATIVE X) 01 DRIVE PILE (CLASS 900) (ALTERNATIVE X) EA 2,200.0000 123,200.00 0.000 0.00 S) 02 FURNISH PILING (CLASS 625) M 110.0000 20,900.00 0.000 0.00 (ALTERNATIVE X) 03 DRIVE PILE (CLASS 625) (ALTERNATIVE X) EA 1,100.0000 8,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 406 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 87,200.00 0.000 0.00 S) PILING (SOUND WALL) 05 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 92,500.00 0.000 0.00 F) 06 STRUCTURAL CONCRETE, BRIDGE M3 810.0000 844,830.00 58.600 47,466.00 58.600 47,466.00 F) 07 STRUCTURAL CONCRETE, RETAINING WALL M3 520.0000 896,844.00 0.000 0.00 F) 08 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 33,000.00 0.000 0.00 F) (TYPE N) 09 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 153,000.00 0.000 0.00 (TYPE R) (MODIFIED) 10 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 35,300.00 0.000 0.00 F) 11 MINOR CONCRETE (BACKFILL) M3 300.0000 13,800.00 0.000 0.00 S) 12 PAVING NOTCH EXTENSION M3 2,000.0000 12,000.00 0.000 0.00 13 CONCRETE SURFACE TEXTURE M2 40.0000 20,880.00 0.000 0.00 SF) 14 FRACTURED RIB WITH OAK LEAF TEXTURE M2 40.0000 24,320.00 0.000 0.00 F) 15 ROUND STONE TEXTURE M2 40.0000 15,960.00 0.000 0.00 F) 16 DRILL AND BOND DOWEL M 70.0000 39,480.00 100.000 7,000.00 100.000 7,000.00 17 EPOXY ADHESIVE (BOND COAT) L 5,000.0000 3,500.00 0.000 0.00 18 CLEAN EXPANSION JOINT M 70.0000 16,940.00 0.000 0.00 19 PORTLAND CEMENT CONCRETE (PATCH) M3 10,000.0000 1,000.00 0.000 0.00 20 REPAIR SPALLED SURFACE AREA M2 10,000.0000 5,000.00 0.000 0.00 21 CORE CONCRETE (301 MM - 350 MM) M 2,000.0000 800.00 0.000 0.00 S) 22 SOUND WALL (MASONRY BLOCK) M2 270.0000 942,705.00 0.000 0.00 SF) 23 JOINT SEAL (TYPE A) M 120.0000 10,800.00 0.000 0.00 S) 24 JOINT SEAL (TYPE AL) M 80.0000 480.00 0.000 0.00 S) 25 JOINT SEAL (MR 50 MM) M 270.0000 51,300.00 0.000 0.00 S) 26 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 410,080.00 2,300.000 5,060.00 2,300.000 5,060.00 SF) 27 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6000 244,976.42 0.000 0.00 SF) 28 TREAT BRIDGE DECK M2 3.2000 13,712.00 0.000 0.00 F) 29 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 34,280.00 0.000 0.00 (LOW ODOR) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 11,400.00 0.000 0.00 F) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 2,280.00 0.000 0.00 SF)WITH WALKWAY) 32 FURNISH SIGN STRUCTURE (TRUSS) KG 8.7000 389,194.50 0.000 0.00 F) 33 INSTALL SIGN STRUCTURE (TRUSS) KG 0.2000 8,947.00 0.000 0.00 SF) 34 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 72,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 35 METAL (RAIL MOUNTED SIGN) KG 8.0000 2,000.00 0.000 0.00 36 ROADSIDE SIGN - ONE POST EA 400.0000 1,600.00 0.000 0.00 37 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 0.000 0.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 1,000.0000 1,000.00 0.000 0.00 METHOD) 39 INSTALL SIGN OVERLAY M2 1,000.0000 3,100.00 0.000 0.00 40 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 18,400.00 0.000 0.00 41 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 2,500.00 0.000 0.00 EXISTING POST 42 ANTI-GRAFFITI PROTECTIVE COATING M2 35.0000 142,100.00 0.000 0.00 43 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 19,800.00 0.000 0.00 44 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 61,200.00 0.000 0.00 45 450 MM REINFORCED CONCRETE PIPE M 200.0000 4,800.00 0.000 0.00 46 300 MM CORRUGATED STEEL PIPE M 400.0000 21,200.00 0.000 0.00 (2.77 MM THICK) 47 450 MM CORRUGATED STEEL PIPE M 500.0000 6,500.00 0.000 0.00 (2.77 MM THICK) 48 450 MM BITUMINOUS COATED CORRUGATED M 600.0000 5,400.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 49 300 MM ANCHOR ASSEMBLY EA 500.0000 1,500.00 0.000 0.00 50 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 8,000.00 0.000 0.00 (2.77 MM THICK) 51 300 MM CORRUGATED STEEL PIPE RISER M 1,000.0000 4,000.00 0.000 0.00 (2.77 MM THICK) 52 450 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 53 ROCK SLOPE PROTECTION (1T, METHOD B) M3 2,000.0000 6,000.00 0.000 0.00 54 SLOPE PAVING (CONCRETE) M3 650.0000 79,300.00 30.000 19,500.00 30.000 19,500.00 55 ROCK SLOPE PROTECTION FABRIC M2 2,000.0000 8,000.00 0.000 0.00 56 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 51,000.00 0.000 0.00 CONSTRUCTION) 57 MINOR CONCRETE (GUTTER) M 127.0000 37,338.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MISCELLANEOUS IRON AND STEEL KG 8.0000 30,960.00 0.000 0.00 SF) 59 MISCELLANEOUS METAL KG 8.0000 15,680.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 60 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 13,140.00 0.000 0.00 SF) 61 CHAIN LINK FENCE (TYPE CL-1.8, M 55.0000 33,000.00 0.000 0.00 S) VINYL-CLAD) 62 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 63 DELINEATOR (CLASS 1) EA 35.0000 2,695.00 0.000 0.00 64 OBJECT MARKER (TYPE K-1) EA 500.0000 500.00 0.000 0.00 65 OBJECT MARKER (TYPE L-1) EA 50.0000 500.00 0.000 0.00 66 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 41,400.00 0.000 0.00 S) 67 TRANSITION RAILING (TYPE WB) EA 3,000.0000 18,000.00 0.000 0.00 S) 68 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 16,000.00 0.000 0.00 SF) 69 CHAIN LINK RAILING (RETAINING WALL) M 160.0000 29,280.00 0.000 0.00 SF)VINYL CLAD 70 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 0.000 0.00 S) 71 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0.00 S) 72 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 15,000.00 0.000 0.00 S) 73 CRASH CUSHION, SAND FILLED EA 5,000.0000 10,000.00 0.000 0.00 S) 74 CONCRETE BARRIER (TYPE 60) M 400.0000 60,000.00 0.000 0.00 F) 75 CONCRETE BARRIER (TYPE 60C) M 400.0000 21,200.00 0.000 0.00 F) 76 CONCRETE BARRIER (TYPE 60D) M 400.0000 119,200.00 0.000 0.00 F) 77 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 202,920.00 0.000 0.00 F) 78 CONCRETE BARRIER (TYPE 732SV) M 300.0000 96,000.00 0.000 0.00 F) 79 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,460.00 0.000 0.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,800.00 0.000 0.00 S) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,260.00 0.000 0.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,100.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 435.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,820.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 8 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 13,080.00 0.000 0.00 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,440.00 0.000 0.00 S) 87 LIGHTING, (SEGMENT 1) STAGE 2 LS 20,000.0000 20,000.00 0.740 14,800.00 0.740 14,800.00 S) (TEMPORARY) 88 LIGHTING, (SEGMENT 3) STAGE 1 LS 20,000.0000 20,000.00 0.740 14,800.00 0.740 14,800.00 S) (TEMPORARY) 89 LIGHTING, (SEGMENT 3) STAGE 2 LS 10,000.0000 10,000.00 0.000 0.00 S) (TEMPORARY) 90 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.000 0.00 S) (SEGMENT 1) 91 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.000 0.00 S) (SEGMENT 3) 92 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.000 0.00 S) 93 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 S) 94 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 S) 95 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0.00 S) 96 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 0.000 0.00 S) 97 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 60,000.0000 60,000.00 0.000 0.00 S) 98 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 70,000.0000 70,000.00 0.000 0.00 S) 99 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 15,000.0000 15,000.00 0.000 0.00 S) 00 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 40,000.0000 40,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-228554 TIME 11:38 AM ESTIMATE NO. 01 BID OPENING 03/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: 10 CROW CANYON CT., SUITE 1 DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 852,158.25 852,158.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 852,158.25 852,158.25 01 MOBILIZATION LS 1400,000.0000 1,400,000.00 0.500 700,000.00 0.500 700,000.00 ORIGINAL CONTRACT AMOUNT 14,726,107.92 TOTAL WORK COMPLETED 1,552,158.25 1,552,158.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,552,158.25 1,552,158.25 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 04/12/06 140 05/01/06 05/01/06 11/17/06 15 0 0 0 11% 11% PROGRESS IS SATISFACTORY 10 CROW CANYON CT., SUITE 1 RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/19/06