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1 . MOBILE COUNTY FOR MOBILE COUNTY PROJECT NO. MCR VOLKERT CONTRACT NO. 87B SCHIUJNGER SOUTH FROM 0.2 MILES SOUTH OF HALLS MILL CREEK TO COTTAGE HILL ROAD Ikaros, LLC Hosea 0. Weaver & John 6. Walton EngIneer s No. Item Description Unit QuantIty Price Amount Price Amount Price Amount Price,.mount 201A002 CLEARING&GRUBBING (MAXIMUM ALLOWABLE BID $4000 PER IS 1 $100, $100, $100, $100, $92, $92, $100, $500, REMOVAL OF OLD BOX CULVERT, SPA LS 1 $175, $175, $32, $32, $40, $40, $35, $35, C002 REMOVING CONCRETE SLOPE PAVING SQYD 15 $ $1, $10.25 $ $15.00 $ $12.00 $ C003 REMOVING CONCRETE FLUMES SQYD 7961 $6.60 $52, $1025 $81, $6.82 $54, $5.00 $39, C010 REMOVING CONCRETE DRIVEWAY SQYD 757 $8.00 $6, $12.30 $9, $5.62 $4, $10.00 $7, REMOVING PIPE LF 3484 $8.00 $27, $10.99 $37, $5.85 $20, $2.00 $6, REMOVING GUARDRAIL IF 506 $6.30 $3, $2.20 $1, $2.29 $1, $3.00 $1, REMOVING CURB LF 467 $5.00 $2, $12.68 $5, $9.21 $4, $8.00 $3, D003 REMOVINGCURBANDGUTTER IF 2893 $5.00 $14, $12.68 $36, $4.43 $12, $7.00 $20, D011 REMOVING FENCE IF 554 $3.00 $1, $1.10 $ $5.79 $3, $4.00 $2, E000 REMOVING HEADWALLS EACH 78 $ $46, $ $10, $ $9, $ $8, E001 REMOVING INLETS EACH 11 $ $6, $ $2, $ $2, $ $5,500.a0 206E008 REMOVING GUARDRAIL END ANCHOR (ALL TYPE) EACH 4 $ $ $ $3, $ $1, $ $ A000 UNCLASSIFIED EXCAVATION CUYD $8.00 $358, $6.06 $271, $6.82 $305, $5.00 $224, C000 MUCK EXCAVATION CUYO 8360 $8.00 $66, $11.48 $95, $7.74 $64, $7.00 $58, BORROW EXCAVATION (A-2-4(0) OR A-4(0)) CUYD $10.00 $1,027, $7.57 $777, $8.63 $886, $8.00 $821, E000 BORROW EXCAVATION (UNDERWATER BACKFILL) CUYD $10.00 $106, $7.57 $79, $8.66 $90, $10.00 $104, A STRUCTURE EXCAVATION WITH LOCAL FOUNDATION BACKFILL CUYO 2,680 $10.00 $26, $21.77 $58, $15.29 $40, $9.50 $25, A1 STRUCTURE EXCAVATION WITH COMMERCIAL FOUNDATION CUYD 10 $50.00 $ $83.16 $ $ $1, $30.00 $ A000 ROADBED PROCESSING RBST 113 $ $96, $ $36, $ $33, $ $28, VOLKERT, INC. Page 1 of 12

2 FOR MOBILE COUNTY PROJECT NO. MCR VOLKERT CONTRACT NO SCHILUNGER SOUTH FROM 0.2 MILES SOUTH OF HALLS MILL CREEK TO COTTAGE HILL ROAD Ikaros, LLC Hosea 0. Weaver & lohn G. Walton EngIneer s Item Estimated Unit Total UnIt Total UnIt Total UnIt Total CRUSHED AGGREGATE BASE COURSE, TYPE B. ROAD MIXED, 8 301A026 SQYD 49,987 $16.00 $799, $14.40 $719, $16.73 $836, $15.00 $749, COMPACTED THICKNESS GRANULAR SOIL BASE COURSE, TYPE A, YARD MIXED, 6 301A055 SQYD 4,900 $8.00 $39, $257 $12, $1.65 $8, $8.00 $39, COMPACTED THICKNESS 401A000 BITUMINOUSTREATMENTA SQYD 76,002 $1.02 $77, $0.70 $53, $0.01 $ $1.00 $76, A000 TACK COAT GAL 11,531. $3.98 $46, $3.71 $43, $3.33 $38, $2.00 $23, JOINT SEALANT FOR HOT MIX ASPHALT PAVEMENT MILE 10 $ $2, $ $1, $ $1, $ $9, A052 PLANING PAVEMENT APPROXIMATELY THICK SQYD 9,981 $0.91 $9, $2.35 $23, $2.18 $21, $2.00 $19, SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 424A360 TON 5,890 $84.09 $495, $74.06 $436, $65.18 $383, $75.00 $441, MAX. AGGREGATE SIZE, ESAL RANGE C/D SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, TON 9,059 $67.62 $612, $6959 $633, $98.14 $526, $70.00 $534, MAX. AGGREGATE SIZE, ESAL RANGE CfD SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER LAYER, 1 MAX. AGGREGATE SIZE, ESAL RANGE C/ TON 7,055 $67.62 $477, $70.16 $494, $58.14 $410, $70.00 $493, SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER LAYER, PATCHING, 1 MAX. AGGREGATE SIZE, ESAL RANGE C/I) TON 25 $ $6, $ $4, $ $2, $70.00 $1, SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER LAYER, 424B689 TON 5,401 $71.59 $386,6S7.59 $71.07 $383, $58.14 $314, $70.00 $378, LEVELING, 1 MAX. AGGREGATE SIZE, ESAL RANGE C/D SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER LAYER, 424B692 TON 424 $85.23 $36,137.S2 $90.11 $38, $68.50 $29, $70.00 $29, WIDENING, 1 MAX. AGGREGATE SIZE, ESAL RANGE C/D 430B030 AGGREGATE SURFACING (PROCESSED REEF SHELLS OR ALOOT #467) TON 1,068 $50.00 $53, $84.09 $36, $42.48 $45, $35.00 $37, SOB000 REINFORCED CEMENT CONCRETE BRIDGE END SLAB, 9 THICK SO.YD 268 $ $40, $ $27,984.S6 $ $31, $ $29, A001 STEEL REINFORCEMENT (GRADE 60) POUND 51,335 $0.90 $46, $1.84 $S3, $1.43 $73, $1.38 $70, STEEL REINFORCEMENT FOR BRIDGE SUPERSTRUCTURE, STA 502B000 IS 1 $59, $59, $69, , PHASE $69, $92, $92, $91, $91, I (APP. 64,750 LBS.) STEEL REINFORCEMENT FOR BRIDGE SUPERSTRUCTURE, STA IS 1 $63, $63,000.0o $72, $72, $99, $99, $97, $97, , PHASE II (APP. 69,262 LBS.) 505A016 CONCRETE TEST PILES (16 INCHES SQUARE) EACH I $5, $5, $9, $9, $7, $7, $13, $13, A019 CONCRETE TEST PILES (24 INCHES SQUARE) EACH 1 $7, $7, $11, $11, $10, $10, $19, $19, STATIC LOADING TESTS (16 INCHES SQUARE) EACH 1 $17, $17, $21, $21, $8, $8, $13, $13, VOLKERT,INC. Page2of 12

3 FOR MOBILE COUNTY PROJECT NO. MCR VOLJ(ERT CONTRACT NO SCHIWNGER SOUTH FROM 0.2 MILES SOUTH OF HALLS MILL CREEK TO COTTAGE HILL ROAD Ikaros, U.C Hoses 0. Weaver & John 0. Walton EnEineer s item Estimated Unit Total Unit Total Unit Total Unit Total 505B049 STATIC LOADING TESTS (24 INCHES SQUARE) EACH 1 $28, $28, $35, $35, $8, $8, $19, $19, DYNAMIC LOADING TESTS (16 INCHES SQUARE) EACH 1 $4, $4, $7, $7, $1, $1, $5, $5, DYNAMIC LOADING TESTS (24 INCHES SQUARE) EACH 1 $5, $5, $9, $9, $1, $1, $11, $11, PIWT HOLES IF 740 $22.50 $9, $17.59 $13, $19.52 $14, $27.50 $20, SOSNOO1 CONCRETE PILING FURNiSHED (16 inches SQUARE) IF 2,847 $33.30 $93, $38.47 $109, $53.14 $151, $55.00 $156, N004 CONCRETE PILING FURNISHED (24 INCHES SQUARE) IF 1,416 $74.00 $104, $87.93 $124, $99.85 $141, $ $155, CONCRETE PILING DRIVEN (16 INCHES SQUARE) IF 2,847 $27.30 $77, $27.48 $78, $0.01 $28.47 $16.50 $46, CONCRETE PILING DRIVEN (24 INCHES SQUARE) IF $68.20 $96, $87.93 $124, $0.01 $14.16 $27.50 $38, A000 STRUCTURALSTEEI. POUND $4.40 $65, $2.53 $97, $5.14 $76, $4.40 $65, S1OAOOI) BRIDGE SUBSTRUCTURE CONCRETE, CLASS A (F C 3000 P51) CUYD 324 $ $178, $ $151, $ $210, $ $240, BRIDGE CONCRETE SUPERSTRUCTURE, STA , PHASE I 510C051 I.S 1 $216, $216, $159, $159, $235, $235, $173, $173, (APP CU YD) BRIDGE CONCRETE SUPERSTRUCTURE, STA , PHASE II 510C052 IS 1 $258, $258, $170, $170, $247, $247, $208, $208, (APP CU YD) 51OE000 GROOVING CONCRETE BRIDGE DECKS SQYD 1,814 $5.00 $9, $4.51 $8, $4.67 $8, $5.50 $9, A004 EIASTOMERICBEARINGS,TYPE4 EACH 64 $ $43, $ $42, $ $42, $ $47, PRETENSIONED-PRESTRESSED CONCRETE GIRDERS, TYPE III LF 1,889 $ $334, $ $251, $ $280, $ $249, (SPECIALTY ITEM) 529A010 RETAINING WALL SQPT 2,793 $50.00 $139, $33.40 $93, $22.89 $63, $60.00 $167, S30A ROADWAY PIPE (12 GAUGE C.C.M.) (STACK PIPE) (NO BEDDING REQUIRED) IS 31 $75.00 $2, $72.00 $2, $39.71 $1, $75.00 $2, A STORM SEWER PIPE IF $30.00 $302, $28.97 $291, $25.03 $252, $50.00 $503, A STORM SEWER PIPE IF 2841 $40.00 $113, $41.29 $117, $33.36 $94, $55.00 $156, A STORM SEWER PIPE IS 918 $60.00 $55, $53.94 $49, $46.41 $42, $60.00 $55, VOLKERT, INC. Page 3 of 12

4 TABULATION OF BIDS RECEIVED ON FEBRUARY * FOR MOBILE COUNTY PROJECr NO. MCR VOLICERTCONRACF NO SCHIWNGER SOUTH FROM 0.2 MILES SOUTH OF HALlS MILL CREEIC TOCOTFAGEHILLROAD Ikaros, LLC Hosea 0. Weaver & John G. Walton Engineers 533A SIORM SEWER PIPE Li 794 $80.00 $63, $71.37 $56, $57.54 $45, $70.00 $55, A STORM SEWER PIPE IF 46 $ $5, $63.65 $2, $ $4, $90.00 $4, SPAN, 14 RISE STORM SEWER PIPE Li 31 $75.00 $2, $21.97 $ $62.72 $1, $75.00 $2, B SPAN, 23 RISE STORM SEWER PIPE IF 126 $80.00 $10, $32.87 $4, $78.89 $9, $85.00 $10, SPAN 31 RISE STORM SEWER PIPE IF 103 $ $11, $ $10, $ $11, $ $13, A SIDE DRAIN PIPE IF 58 $60.00 $3, $41.76 $2, $40.31 $2, $40.00 $2, A SIDE DRAIN PIPE LF 93 $80.00 $7, $92.62 $8, $67.48 $6, $60.00 $5, SPAN, 18 RISE SIDE DRAIN PIPE Li 88 $70.00 $6, $27.08 $2, $50.20 $4, $65.00 $5, SPAN, 23 RISE SIDE DRAIN PIPE IF 129 $90.00 $11, $32.96 $4, $67.92 $8, $85.00 $10, B SPAN, 31 RISE SIDE DRAIN PIPE IF 54 $ $8, $ $5, $ $5, $ $5, SPAN, 36 RISE SIDE DRAIN PIPE LF 222 $ $33, $77.4S $17, $ $25, $ $26, A000 MOBILIZATION IS 1 $666, $666, $711, $711, $264, $264, $800, $860, A002 PAVEMENT EDGE DRAIN (AGGREGATE FILLED UNDERDRAIN) IF 1,700 $22.00 $37, $14.53 $24, $14.87 $25, $15.00 $25, C001 LOOSE RIPRAP, CLASS 2 TON 3,362 $65.00 $218, $41.14 $138, $60.08 $201, $45.00 $151, FILTER BLANKET, GEOTE)(TILE SQYD 3,715 $3.00 $11, $0.19 $ $469 $17, $3.00 $11, A000 SLOPE PAVING CUYD 349 $ $119, $ $115, $ $97, $ $87, CONCRETE DRIVEWAY. 4 ThICK (INCLUDES WIRE MESH) SQYD 415 $33.00 $13, $31.87 $13, $32.13 $13, $20.00 $8, A ROADWAY PIPE END TREATMENT, CLASS 1(2:1 AND 4:1 EACH 2 $ $1, $ $1, $ $ $ $1, A ROADWAY PIPE END TREATMENT, CLASS 1 (2:1 SLOPE) EACH 1 $ $ $ $ $ $ $1, $1, A ROADWAY PIPE END TREATMENT, CLASS 1 (2:1 SLOPE) EACH 3 $1, $3, $ $2, $ $2, $1, $3, VOLKERT, INC. Page 40112

5 EACH 4 $1, $5, $714A3 $2, $ $2, $1, $6, EACH 8 $2, $16, $1, $13, $1, $12, $1, $13, EACH 4 $2, $11, $1, $7, $2, $11, $1, $7, MOBILE COUNTY FOR MOBIlE COUNTY PROJECT NO. MCR400B-603 VOLKERTCONTRACT NO SCHIWNGER SOUTH FROM 02 MILES SOUTH OF HALLS MILL CREEK TO COTTAGE HILL ROAD Ikaros, U.C Hosea 0. Weaver & Join 6. Walton Engineer s No. Item Desuiption Unit Quantity Price Amount Price Amount Price Amount Price Amount 619A ROADWAY PIPE END TREATMENT, CLASS 1(2:1 SLOPE) EACH 1 $1, $1, $1, $1, $ $ $1, $1, A SIDE DRAIN PIPE END TREATMENT, CLASS 1 (4:1 SLOPE) EACH 1 $1, $1, $ $ $ $ $ $ A SIDE DRAIN PIPE END TREATMENT. CLASS 1 (4:1 SLOPE) EACH 3 $1, $3, $ $2, $ $1, $ $2, A SIDE DRAIN PIPE ENOTREATMENT, C1.ASS 1(4:1 SLOPE) EACH 2 $1, $3, $ $1, $ $1, $1, $2, A SIDE DRAIN PIPE END TREATMENT, CLASS 2(4:1 SLOPE) EACH 1 $2, $2, $1, $1, $1, $1, $1, $1, SPAN, 18 RISE SIDE DRAIN PIPE END TREATMENT, CLASS 1 (4:1 619B SPAN. 23 RISE SIDE DRAIN PIPE END TREATMENT, CLASS 2(4: SPAN, 31 RISE SIDE DRAIN PIPE END TREATMENT, CLASS 2(4:1 619B1.46 SO SPAN, 36 RISE SIDE DRAIN PIPE END TREATMENT, CLASS 2(4:1 EACH 8 $3, $28, $2, $17, $2, $23, $4, $32, A000 MINOR STRUCTURE CONCRETE CUVO 1 $1, $1, $ $ $1, $1, $ $ A004 JUNCTION BOXES, TYPE 4 EACH 4 $8, $32, $9, $37, $8, $34, $3, $14, A005 UNCTION BOXES, TYPE 1 EACH 1 $4, $4, $2, $2, $2, $2, $2, $2, A022 JUNCTION BOXES, TYPE 1(MODIFIED) EACH 3 $5, $15, $3, $10, $3, $10, $2, $7, JUNCflONBOXUNITS,TYPE4 EACH 1 $ $ $ $ $1, $1, $ $ C005 NLETS. TYPE U EACH 1. $8, $8, $5, $5, $5, $5, $2, $2, C030 INLETS, TYPE SPECIAL EACH 1 $10, $10, $9, $9, $12, $12, $5,000,oo $5, C130 INLETS,TYPEEI(MODIFIED) EACH 1. $5, $5, $6, $6, $4, $4, $5, $5, C036 INLETS, TYPE 51 OR 53(1 WING) (MODIFIED) EACH 82 $3, $279, $3, $279, $2, $234, $2, $213, C049 INLETS, TYPE Si OR S3 (2 WING) (MODIFIED) EACH 5 $3, $19, $3, $19, $3, $17, $3, $17, Z1C071 INLETS, TYPE S3(1 WING) (MODIFIED) EACH 1 $7, $7, $6, $6, $6, $6, $3, $3, VOLKERT, INC. Page 5of 12

6 TABUlATION OF BIDS RECEIVED ON FEBRUARY 22,2014 FOR MOBILE COUNTY PROJECT NO. MCR VOUCERT CONTRACT NO SCHIWNGER SOuTh FROM 0.2 MILES SOUTH OF HAUS MILL CREEK TOCOIrAGE HILL ROAD Ikaros. LLC Hosea 0. Weaver & John 6. Walton Engineer s Item Estimated Unit Total UIt Total Unit Total Unit Total 621C087 INLETS, TYPE 52 OR 54 (1 WING) (MODIFIED) EACH 8 $6, $49, $4, $34, $4, $39, $3, $24, C088 INI.ETS, TYPE 52 OR 54(2 WING) (MODIFIED) EACH 4 $6, $24, $4, $19, $4, $17, $3, $14, C094 INLETS, TYPE 51 OR 53 (PARTIAL) EACH 2 $2, $5, $1, $2, $2, $5, $2, $5, C109 INLETS, TYPE PD EACH 4 $6, $27, $5, $20, $5, $22, $2, $10, $ INLET UNITS, TYPt 51 OR S3 EACH 15 $ $8, $ $6, $ $7, $1, $18, INLETUNITS,TYPES2ORS4 EACH 6 $ $5, $ $2, $ $3, $ $2, INLET UNITS, TYPE PD EACH 7 $ $4, $ $3, $ $6, $ $4, E004 MANHOLE, TYPE L OR M (STORM) EACH 15 $4, $67, $1, $53, $4, $71, $3, $45, F005 MANHOLE UNITS, TYPE L OR M (STORM) EACH 10 $ $8, $ $4, $ $6, $ $6, B000 CONCRETE CURB, TYPE N LF 281 $25.00 $7, $16.49 $4, $17.14 $4, $15.00 $4, C003 COMBINATION CURB & GUTTER, TYPE C MODIFIED I.E $16.50 $274, $12.09 $201, $12.57 $209, $15.00 $249, A033 STEEL BEAM GUARDRAIL CLASS A, TYPE 2(7-0 POST) I.E 1479 $28.35 $41, $18.50 $27, $19.24 $28, $25.00 $36, C003 GUARDRAIL END ANCHOR TYPE 13 EACH 4 $2, $8, $1, $6, $1, $6, $2, $9, GUARDRAIL END ANaIOR TYPE 20 SERIES EACH 10 $3, $32, $1, $19, $2, $20, $3, $80, A000 FENCE RESET LF 1179 $5.00 $5, $5.50 $6, $5.27 $6, $12.00 $14, TOPSOIL FROM STOCKPILES CUYO 4274 $8.00 $34, $6.96 $29, $7.92 $33, $6.00 $25, S2A100 SEEDING ACRE 13 $ $11, $1, $14, $2, $28, $1, $15, C000 MOWING ACRE 26 $ $2, $ $4, $ $2, $ $15, A001. 5OUD SODDING (BERMUDA) SQYD $4.55 $46, $3.57 $36, $3.73 $37, $6.00 $60, S6A010 MULCHING ACRE 26 $ $22, $ $21, $ $2, $ $20, VOLKERT, INC. Page 6 SI 12

7 FOR MOBILE COUNTY PROJECT NO. MCR VOLKERTCONTRACr NO SCHILUNGER SOUTH FROM 02 MILES SOUTH OF HALLS MILL CREEK TO CO1TAGE HILL ROAD Ikaros, LLC Hosea 0. Weaver & John 6. Walton Engineers 659C001 EROSION CONTROL PRODUCT TYPE 53 SQYD 7994 $2.27 $18, $1.20 $9, $0.93 $7, $2.00 $15, C004 EROSION CONTROL PRODUCT, TYPE C2 SQYD 1748 $2.27 $3, $1.20 $2, $1.25 $2, $2.00 $3, CO05 EROSION CONTROL PRODUCT, TYPE C4 SQYD 4529 $5.68 $25, $2.15 $9, $1.62 $7, $4.50 $20, A000 TEMPORARY SEEDING ACRE 13 $ $7, $ $8, $1, $13, $ $10, TEMPORARY MULCHING TON 78 $ $39, $ $34, $ $32, $6S0.00 $50, C01.0 TEMPORARY PIPE Ii 227 $12.00 $2, $16.11 $3, $23.20 $S, $12.00 $2, E000 POLYETHYLENE SQYD 983 $2.50 $2, $1.71 $1, $2.67 $2, $5.00 $4, F000 HAYBALES EACH 200 $13.05 $2, $6.59 $1, $11.46 $2, $15.00 $3, SANDBAGS EACH 300 $5.68 $1, $4.77 $1, $9.35 $2, $15.00 $4, TEMPORARYRIPRAP,CLASS2 TON 795 $80.00 $63, $55.99 $44, $64.11 $50, $50.00 $39, J002 SILT FENCE LF $3.70 $44, $2.25 $26, $2.72 $32, $5.00 $59, FLOATING BASIN BOOM I.E 578 $15.00 $8, $14.83 $8, $13.07 $7, $16.00 $9, N0O1 TEMPORARY COARSE AGGREGATE, ALOOT NUMBER 4 TON 265 $70.00 $18, $40.52 $10, $49.07 $13, $25.00 $6, SILT FENCE, REMOVAL I.E $1.14 $13, $1.87 $22, $0.95 $11, $3.00 $35, P005 INLET PROTECTION STAGE 3 0R4 EACH 30 $ $12, $ $10, $ $12, $ $15, Q002 WATTLE LF 6276 $7.93 $89, $7.84 $49, $6.47 $40, $2.00 $12, ST000 TEMPORARY EARTH BERM IF 1966 $3.00 $5, $3.48 $6, $2.45 $4, $1.00 $1, A001 GEOMETRIC CONTROLS IS 1 $75, $75, $65, $65, $54, $54, $150, $150, A000 CONSTRUCTION FUEL (MAXIMUM BID LIMITED TO $ ) IS 1 $100, $100, $0.00 $0.00 $33, $33, $150, $150, SOUl) WHITE, CLASS 2, TYPE ATRAFFIC STRIPE cr WiDE) MILE 5 $3, $16, $3, $15, $2, $12, $2, $12, VOLKERT, INC. Page 7 of 12

8 - - MOBILE COUNTY FOR MOBILE COUNTY PROJECT NO. MCR VOLKERT CONTRACT NO SCHIWNGER SOUTH FROM 0.2 MILES SOUTH OF HALLS MILL CREEK TO COTTAGE HILL ROAD Ikaros. LLC Nose. 0. Weaver & John 0. Wa ton Engineer s Item EstImated UnIt Total Unit Total UnIt No. Item Description Unit Quantity PrIce Total Unit Total Amount Price Amount Price Amount PrIce Amount 701A232 SOUD YELLOW, CLASS 2, TYPE A TRAFFIC STRIPE (6 WIDE) MILE 4 $3, $ $3, $12, $2, $10, $2, $10, O1A241 BROKEN WHITE, CLASS 2, TYPE A TRAFFIC STRIPE (6 WIDE) MILE 4 $1, $7, $1, $7, $1, $7, $2, $s,000.oo 701A246 BROKEN YELLOW, CLASS 2, TYPE A TRAFFIC STRIPE (6 WIDE) MILE 4 $1, $7, $1, $7, $1, $7, $1, $6, DOTTED, CLASS 2, TYPE A TRAFFIC STRIPE (6 WIDE) LF 3527 $1.15 $4, $1.10 $3, $0.40 $1, $2.00 $7, C000 BROKEN TEMPORARY TRAFFIC STRIPE MILE 7 $ $4, $65947 $4, $ $3, $1,000.oo $7, C001 SOLIDTEMPORARYTRAFFICSTRIPE MILE 21 $ $15, $ $15, $ $10, $1, $21, SOLID TRAFFIC STRIPE REMOVED MILE 6 $1, $9, $1, $8, $1, $6, $1, $9, SOLIDTEMPORARY TRAFFIC STRIPE (TAPE) LF 1680 $3.00 $5, $2.75 $4, $2.29 $3, $3.00 $5, F000 DOTTEOTEMPORARYTRAFFICSTRIPE LF 942 $0.35 $ $0.33 $ $0.17 $ $0.50 $ G141 BROKEN WHITE, CLASS W, TYPE A TRAFFIC STRIPE (6 WIDE) LF 480 $4.00 $1, $3.85 $1, $3.81 $1, $4.50 $2, SOLID WHITE, CLASS W, TYPE A TRAFFIC STRIPE (6 WIDE) LF 480 $6.25 $3, $6.05 $2, $5.43 $2, $5.50 $2, BROKEN YELLOW, CLASS W, TYPE A TRAFFIC STRIPE (6 WIDE) LF 480 $4.00 $1, $3.85 $1, $3.81 $1, $5.00 $2, G153 SOLID YELLOW, CLASS W,TYPE ATRAFFIC STRIPE (6 WIDE) LF 480 $6.25 $3, $6.05 $2, $5.43 $2, $S.50 $2, H002 SOLID TRAFFIC STRIPE REMOVED (TAPE) LF 1680 $1.50 $2, $1.37 $2, $0.57 $ $1.00 $1, A002 TRAffIC CONTROL MARKINGS, CLASS 2, TYPE A SQFT 3079 $4.00 $12, $3.85 $11, $2.86 $8, $5.00 $15, TRAFFIC CONTROL LEGENDS, CLASS 2,TYPEA SQFT 616 $4.55 $2, $4.40 $2, $543 $3, $5.S0 $3, C001 REMOVAL OF EXISTING TRAFFIC CONTROL MARKINGS OR LEGENDS 50ff 790 $3.50 $2, $3.30 $2, $2.86 $2, $3.00 $2, D001 TEMPORARYTRAFFICCONTROLMARKINGS SOFT 5396 $1.15 $6, $3.10 $5, $1.14 $6, $3.50 $18, A011 PAVEMENT MARKERS, CLASS C, TYPE 1A EACH 579 $4.55 $2, $4.40 $2, $2.86 $1, $6.50 $3, A012 PAVEMENTMARKERS,CIASSC,l tpel-b EACH 108 $4.55 $ $4.40 $ $2.86 $ $6.50 $ VOLKERT, INC. Page 8sf 12

9 FOR MOBILE COUNTY PROJECT NO. MCR VOLKERT CONTRACT NO SCHILUNGER SOUTH FROM 0.2 MILES SOUTH OF HALLS MILL CREEK TO COTTAGE HiLl. ROAD Ikaros, tic Nosea 0. Weaver & John G. Walton Engineer s 705A023 PAVEMENT MARKERS, CLASS C. TYPE 2-0 EACH 227 $4.55 $1, $4.40 $ $2.86 $ $6.50 $1, A024 PAVEMENT MARKERS, CLASS C, TYPE 2-E EACH 158 $4.55 $ $4.40 $ $2.86 $ $7.00 $1, A030 PAVEMENT MARKERS, CLASS A-H, TYPE 2-C EACH 237 $4.55 $1, $4.40 $1, $2.86 $ $6.00 $1, A031 PAVEMENT MARKERS, CLASS A-H. TYPE 1-A EACH 243 $4.55 $1,SOS.65 $4.40 $1, $2.86 $ $6.50 $1, A037 PAVEMENT MARKERS, CLASS A-N, TYPE 2-0 EACH 433 $4.55 $1, $4.40 $1, $2.86 $1, $6.50 $2, A000 PORTABLE CONCRETE SAFETY BARRIERS, TYPE 6 LF 1539 $36.50 $56, $61.69 $94, $13.64 $20, $50.00 $76, PORTABLE CONCRETE SAFETY BARRIERS, TYPE 6-A LF 80 $56.50 $2, $61.69 $4, $13.64 $1, $50.00 $4, PORTABLE IMPACT ATTENUATOR ASSEMBLY UNIDIRECTIONAL, TL-2 EACH 4 $8, $34, $7, $30, $12, $48, $12, $48, E000 METALTRAFFIC SIGNAL POLE FOUNDATION EACH 2 $6, $13,00000 $5, $10, $4, $9, $5, $10, B000 CONSTRUCTION SIGNS SOFT 1522 $6.60 $8, $8.24 $10, $6.63 $8, $20.00 $26, CHANNEUZING DRUMS EACH 647 $25.85 $16, $43.96 $28, $69.52 $44, $60.00 $38, E000 CONES(36INCHESHIGH) EACH 300 $20.56 $6, $14.29 $4, $16.08 $4, $50.00 $15, F002 BARRICADES, TYPE III EACH 41 $ $4,S10.00 $ $6, $80.42 $3, $1, $41, S WARNING LIGHTS, TYPE B (DETACHABLE HEAD) EACH 28 $82.50 $2, $ $3, $ $6, $ $8, VERTICAL PANEL, TYPE I (DOUBLE-SIDED) EACH 128 $64.00 $8, $93.42 $11, $64.29 $8, $40.00 $5, M001 BALLASTI ORCONE EACH 300 $5.40 $1, $6.59 $1, $0.01 $3.00 $20.00 $6, C010 PORTABLE SEQUENTIAL ARROW AND CHEVRON SIGN UNIT EACH 2 $3, $7, $2, $4, $1, $3, $5, $10, A001 PORTABLE CHANGEABLE MESSAGt SIGN, TyPE 2 EACH 4 $7, $28, $8, $35, $3, $14, $10, $40, TEMPORARY RETAINING OR SHORING WALL SOFT 5952 $70.00 $416, $23.26 $138, $19.61 $116, $20.00 $119, A RESiDENTIAL ASPHALT DRIVEWAY, COMPLETE IN PLACE SQYD 1628 $30.00 $48, $12.00 $19, $20.02 $32, $15.00 $24, VOLKERT, INC. Page Sot 12

10 FOR MOBILE COUNTY PROJECT NO. MCR VOLKERT CONTRACT NO SCHILUNGER SOUTH FROM 02 MILES SOUTH OF HALLS MILL CREEK TO CO1TAGE HILL ROAD Ikaros, LLC Hosea 0. Weaver & John 6. Walton Enghseer s 1002-B COMMERCIAL ASPHALT DRIVEWAY. COMPLETE IN PLACE SQYD 898 $40.00 $35, $16.00 $14, $25.70 $23, $16.00 $14, SUBTOTAL ROADWAY BID AMOUNT $11,233, $9,598, $8,970, $10,582, OA000 MINOR STRUCTURAL CONCRETE FOR SEWER CONSTRUCTION CUYD 5 $ $1, $ $1, $ $1, $ $1, A /2 HOPE SANITARY SEWER FORCE MAIN SERVICE UNE LAID IF 100 $14.60 $1, $11.64 $1, $11.78 $1, $60.00 $6, A648 3 PVC SANITARY SEWER FORCE MAIN PIPE LAID (INCL. Ri FITTINGS) IF 1036 $11.00 $11, $8.76 $9, $8.87 $9, $17.00 $17, PVC SANITARY SEWER FORCE MAIN SERVICE UNE LAID IF 2220 $10.35 $22, $8.25 $18, $8.37 $19, $18.00 $39, A624 8 DUCTILE IRON SANITARY SEWER GRAVITY PIPE LAID {INCL RI IF 1040 $ $117, $90.41 $94, $91.53 $95, $90.00 $93, A6S2 6 PVC PIPE FOR FORCE MAIN LAID (INCI. RI FI1TINGS) IF 1230 $15.00 $18, $11.96 $14, $12.10 $14, $22.00 $27, C500 DUCTILE IRON FITflNGS FOR SANITARY SEWER LB 365 $11.00 $4,01S.00 $8.44 $3, $8.55 $3, $6.00 $2, F505 6 ABANDON EXISTING SANITARY SEWER IF 8400 $2.60 $21, $2.10 $17, $2.13 $17, $2.00 $16, H DIAMETER MANHOLE EA 3 $3, $11, $3, $9, $3, $9, $1, $4, MANHOLE UNIT $1, $21, $1, $16, $1, $17, $ $9, MANHOLE CONE RESET EA 2 $1, $2,S00.00 $ $1, $1, $2, $ $1, (500 MANHOLE FRAME & COVER RESET 68 2 $ $1, $ $1, $ $1, $ $1, M500 TIE TO EXISTING MANHOLE EA 7 $2, $17, $2, $14, $2, $14, $1, $12, AIR RELEASE VALVE ASSEMBLY WITH BOX EA 1 $6, $6, $5, $5, $5, $5, $2, $2, A520 6 STEEl. ENCASEMENT PIPE, TYPE 1 INSTALLATION IF It) $ $7, $ $5.S33.cO $ $5, $ $5, A625 8 STEEL ENCASEMENT PIPE, TYPE 2 INSTALLATION IF 100 $ $11, $91.26 $9, $92.39 $9, $ $13, SUBTOTAL SEWER RELOCATIONS BID AMOUNT $278, $222, $225, $254, VOLKERT, INC. Page loot 12

11 Item MOBILE COUNTY FOR MOBILE COUNTY PROJECT NO. MCR VOUCERI CONTRACT NO SCHIWNGER SOUTH FROM 0.2 MILES SOUTH OF HALLS MILL CREEK TO COTTAOE HILL ROAO Ikaros, LLC Hosea 0. Weaver & bun 6. Walton Engineer s Sons, Inc. ConstructIon Co. Estimate No. - DescrIption Unit Quantity Price Amount Price Amount Price Amount Price Amount UNDERGROUND UTILITY ADJUSTMENT (WATER PIPE) LOWER 640A005 IF 290 $98.00 $28, $78.24 $22, $79.20 $22, $50.00 $14, EXISTING WATERLINE 641A512 3/4 TYPE K COPPER WATER SERVICE LINE LAID IF 1305 $13.70 $17, $10.97 $14, $11.10 $14, $6.50 $8, A514 1 TYPE K COPPER WATER SERVICE LINE LAID is 100 $14.90 $1, $11.88 $1, $12.04 $1, $8.50 $ A532 3/4 FE. WATER SERVICE LINE LAID IF 315 $22.50 $7, $17.85 $5, $18.07 $5, $5.00 $2, DUCTILE IRON WATER PIPE LAID (INCL RESTRAINED JOINT 641A682 LF 360 $32.00 $11, $25.69 $9, $26.00 $9, $55.00 $19, FrflINGS) 8 DUCTH.t IRON WATER PIPE LAID (INCL RESTRAINED JOINT 641A684 IF 40 $57.00 $2, $40.58 $1, $41.08 $1, $65.00 $2, FITTINGS) 12 DUCTILE IRON WATER PIPE LAID (INCL RESTRAINED JOINT 641A688 IF 100 $71.00 $7, $57.03 $5, $57.73 $5, $90.00 $9, FIT11NGS) FITTINGS) 16 DUCTILE IRON WATER PIPE LAID (INCL. RESTRAINED JOINT 641A692 IF 1920 $82.30 $158, $65.82 $126, $66.62 $127, $ $201, DUCTILE IRON WATER PIPE LAID (INCL FLtXIBLE RESTRAINED 641A692 IF 100 $ $31, $ $24, $ $24, $ $15, JOINT FflTINGS) 641C500 DUCTILE IRON FITTINGS, COMPACT MJ. FOR WATER LINES LB 7800 $12.00 $93, $9.53 $74, $9.65 $75, $6.00 $46, E500 FIRE HYDRANT RESET (INCL. FIT11NGS) LA 13 $4, $53, $3, $42, $3, $43, $1, $15, K BUTTERFLY VALVE WITH BOX LA 1 $3, $3, $2, $2, $2, $2, $2, $2, K BUTTERFlY VALVE WITH BOX LA 3 $4, $14, $3, $11, $3, $11, $3, $9, CONCRETE FOR WATER MAINS CUYD 13 $ $3, $ $2, $ $2,74S.86 $ $2, M512 6 RETAINER GLAND (FIELD LOK GASKETS) LA 32 $ $4, $98.88 $3, $ $3, $ $4, M514 8 RETAINER GLAND (FIELD 10K GASKETS) LA 4 $ $ $ $ $ $ $ $ M RETAINERGLAND)FIELDLOKGASKETS) LA 10 $ $2, $ $1, $ $1, $ $2, M RETAINER GLAND (FIELD LOK GASKETS) EA 106 $ $54, $ $43, $ $43, $ $34, P515 3/4 SERVICE TAP LA 28 $ $ $ $11, $ $11, $ $14, P520 1 SERVICE TAP LA 1 $ $ $ $ $ $ $ $ VOLKERT, INC. Page Ito! 12

12 FOR MOBnE COUNTY PROjECT NO. MCR VOUCERT CONTRACt NO SCHILLINGER SOUTH FROM 0.2 MillS SOUTH OF HAU.S MILL CREEK TO CO1TAGE HILL ROAD Ikaros, LLC Hosea 0. Weaver & john 6. Walton Engineers Item EstImated Unit Total Unit Total Unit Total Unit Total 641R510 3/4 WATERMETER&BOXRESET EA 27 $ $4, $ $3, $ $3, $ $9, WATER METER & BOX RESET (MOBILE COUNTY WATER) (INCL S 1 $11, $11, $8, $8, $9, $9, $9, $9, VALVES, PIPES, & FITTINGS) 641S500 VALVE BOX RESET EA 12 $ $3, $ $2, $ $2, $ $6, SUBTOTALWATER RELOCATIONS BID AMOUNT $527, $419, $425, $431, TOTAL BASE BID AMOUNT $12,038, $10,241, $9,621, $11,268, I, Russell Howell, Project Manager, Voikert, Inc., Consulting Engineers, do hereby certify that this tabulation of bids received on February 12, for construction of the herein (eferencedprojecls.9ue and correct copy of tl8bjds submitted by the within named corporations corporations. RuWeII Howell, P.E., C.F.Mt. Assistant Vice President Volkert, Inc. VOLKERT, INC. Page 12 of 12

M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002)

M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002) BID TABULATION SUMMARY JOB 940094 PAGE 1 STATE PROJECT NO. 162-080-04 BIDS RECEIVED UNTIL 11:00 A.M. ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002) BETWEEN 2ND STREET NORTH AND 15 STREET NORTH IN ST.