McCRORY & WILIJAMS, INC. PROJECT NO. MCR-2008-OO1
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1 McCRORY & WILIJAMS, INC. THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillingor Road PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRiPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSICTS DOLLARSICTS 201-A 1 LS CLEARING AND GRUBBING (APPROX. 20 ACRES) $71, $71, $ $46, $ REMOVING CONCRETE SLOPE 206-Cl 1,498 SY $2.95 $4, $2.93 $4, $4.83 $7, PAVING 206-C2 150 SY REMOVING CONCRETE DRIVEWAY $3.68 $ $4.34 $ $4.17 $ C3 26,982 SY REMOVING ASPHALT PAVEMENT $0.69 $18, $0.01 $ $3.06 $82, Di 1,854 LF REMOVING PIPE (ALL TYPES & SIZES $4.72 $8, $3.40 $6, $6.08 $11, D2 477 [F REMOVING CURB & GUTTER $4.66 $ $2.38 $1, $3.47 $1, D3 158 SY REMOVING CONCRETE ISLAND $6.98 $1, $5.86 $ $4.17 $ El 68 EACH REMOVING HEADWALLS $ $7, $81.54 $ $ $7, E2 2 EACH REMOVING DRAINAGE JUNCTION BOX $ $ $ $ $ $ E3 32 EACH REMOVING DRAINAGE INLETS $ $5, $ $4, $ $3, REMOVING MAILBOXES 206-E4 2 EACH (INCLUDING RESET WITH A NEW $ $ $60.68 $ $68.59 $ TIMBER POST) REMOVING SiGNAL POLE 206-E5 8 EACH $ $1, $ $1, $ $2, FOUNDATION (PARTIAL) 209-A 40 EACH MAILBOX RESET, SINGLE $69.76 $2, $40.61 $1, $44.66 $1, Page 1 of 22 (For Bidders 1 5 ) M57OQ.2O338IOTAB
2 (For Bidders 1 - BID TABULATION: Theodore DaweslSchillinger Road ITEM APPROX. UNIT ITEM UNITPRICE AMOUNT UNITPRICE AMOUNT UNITPRICE AMOUNT 5 ) MO.2O338IOTA8 Page 2 of A 6,290 TON LAYER, 1/2 MAXIMUM $70.38 $442, $64.86 $407, $75.88 $477, AGGREGATE SIZE MIX, ESAL RANGE C/D (140 LBSISY) SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE 405-A 3,500 GAL TACK COAT $3.43 $12, $4.85 $16, $3.79 $13, A 22,855 SY PAVEMENT (APPROX THRU $0.67 $15, $0.01 $ $0.68 $15, PLANING EXISTING 2.0 THICK) 401-A 41,751 SY BITUMINOUS TREATMENTA $0.01 $ $0.06 $2, $1.00 $41, COMPACTED THICKNESS 301-Al 41,401 SY COURSE, TYPE B, PLANT MIXED, $10.35 $428, $11.51 $476, $10.67 $441, CRUSHED AGGREGATE BASE 230-A 109 RDBD STA ROADBED PROCESSING $ $33, $ $25, $ $22, B 500 TON $34.61 $ $60.84 $30, $48.44 $24, FOUNDATION BACKFILL, 210-D 20,588 CY(TBM) $0.01 $ $4.67 $96, $7.63 $157, BORROW EXCAVATION (A-2-4 OR # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSfCTS DOLLARSICTS DOLLARSICTS 210-A 12,358 CV UNCLASSIFIED EXCAVATION $5.58 $68, $5.81 $71, $5.92 $73, BID OPENING: June 27,2012 Inc. Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 PROJECT NO. MCR-2008-OOi THEODORE DAWES ROADISCHILLINGER ROAD SOUTH McCRORY & WILLiAMS, INC.
3 (For Bidders 1 5 ) Page 3of A2 3,132 LF 18 STORM $21.25 $66, $17.56 $54, $23.12 $72, Al 4,450 LF 15 STORM $18.26 $72, $13.78 $61, $21.78 $ A 1,157 SF RETAINING WALL (MSE) $22.90 $26, $24.72 $28, $22.71 $26, B2 4,900 TON LAYER, 3)4 MAXIMUM $55.95 $274, $5282 $258, $62.18 $304, B 1,000 TON (#57 STONE) $31.27 $31, $40.48 $40, $34.91 $34, AGGREGATE SIZE MIX, ESAL AGGREGATE SIZE MIX, ESAL SUP ERPAVE BITUMINOUS AGGREGATE SIZE MIX, ESAL AGGREGATE SURFACING RANGE C/D RANGE C/D RANGE C/D TON PATCHING 1 MAXIMUM $55.95 $27, $71.19 $35, $90.91 $45, RANGE C/D 424-B3 4,000 TON LEVELING 1 MAXIMUM $57.05 $228, $55.47 $221, $62.18 $ BI 3,645 TON LAYER, 1 MAXIMUM $60.55 $220, $61.99 $225, $65.34 $238, CONCRETE UPPER BINDER CONCRETE LOWER BINDER CONCRETE BINDER LAYER, CONCRETE BINDER LAYER, SUPERPAVE BITUMINOUS SUPERPAVE BITUMINOUS SUPERPAVE BITUMINOUS # QTY DESCRIPTION DOLLARSICTS DOLLARS jcts DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS BID OPENING: June 27, 2012 Inc. Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 AGGREGATE SIZE MIX, ESAL BID TABULATION: Theodore DaweslSchillinger Road ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT THEODORE DAWES ROAD1SCHILLINGER ROAD SOUTH
4 (For Bidders I - 5 ) M57QO-2O33BIOrA8 Page 4 of A 1 LS MOBILIZATION $103, $103, $142, $142, $212, $212, A 5,000 LF TYPE 8 $0.01 $50.00 $10.43 $52, $3.11 $15, UNDERDRAIN, 533-B4 388 LF $37.72 $14, $42.61 $16, $41.02 $15, B7 416 LF $ $50, $ $49, $ $59, LF $29.30 $10, $26.55 $9, $33.01 $12, LF $42.70 $2, $36.60 $2, $34.64 $1, LF $81.79 $52, $84.83 $54, $78.61 $50, El 24 LF $42.63 $1, $31.65 $ $31.57 $ SPAN, 36 RISE STORM 73 SPAN, 45 RISE STORM LF $98.74 $63, $95.57 $61, $99.35 $63, SPAN, 18 RISE STORM 51 SPAN, 31 RISE STORM 22 SPAN, 14 RISE STORM 26 SPAN, 15 RISE STORM 18 SPAN, 11 RISE STORM 533-A5 8 LF 36 STORM $ $1, $ $1, $55.66 $ A6 240 LF 42 STORM $59.78 $14, $57.08 $13, $66.59 $15, A4 354 LF 30 STORM $42.01 $14, $41.52 $14, $42.83 $15, A3 1,728 LF 24 STORM $31.92 $55, $28.07 $48, $32.27 $55, # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARS(CTS DOLLARSICTS DOLLARSICTS OlD OPENING: June 27,2012 Inc. Hosea 0. Weaver & Sons Inc. John G. Walton Construction Co. Gulf Eqwpment Corp. PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore DaweslSchillinger Road ITEM APPROX. UNIT ITEM UNITPRICE AMOUNT UNITPRICE AMOUNT UNITPRICE AMOUNT THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH
5 (For Bidders 1-5) M57o.2GweIoTA8 Page 5 of 22 SLOPE 3:1 SLOPE 3:1 (DOUBLE LINE) 619-A4 2 EACH PIPE END TREATMENT, CLASS 1, $ $1, $ $1, $ $1, AS 1 EACH PIPE END TREATMENT, CLASS 1, $2, $2, $1, $1, $2, $2, SPAN, 31 RISE ROADWAY 59 SPAN, 36 RISE ROADWAY 619 A3 2 EACH TREATMENT, CLASS 1, SLOPE 3:1 $ $ $ $1, $ $1, ROADWAY PIPE END 619-A2 4 EACH TREATMENT, CLASS 1, SLOPE $ $1, $ $2, $ $1, :1 18 ROADWAY PIPE END 619-Al 18 EACH TREATMENT, CLASS 1, SLOPE 3:1 $ $7, $ $9, $ $7, ROADWAY PIPE END ,167 SY CONCRETE DRIVEWAY APRON $37.19 $43, $51.60 $60, $19.70 $22, MESH) 618-B1 17 SY (INCLUDING6X6,6GAUGE WIRE $63.75 $1, $45.15 $ $27.40 $ CONCRETE DRIVEWAY, 6 THICK 614-A 85 CV SLOPE PAVING $ $24, $ $23, $ $24, A 345 SY 610-D 1,110 SY GEOTEXTILE, (NON-WOVEN) $1.68 $1, $2.12 $2, $2.63 $2, $52.06 $ $57.81 $19, $43.11 $14, LOOSE RIPRAP CLASS 2, # QTY DESCRIPTION DOLLARS jcts DOLLARS ICTS DOLLARS jcts DOLLARS ICTS DOLLARS jcts DOLLARSCTS FILTER BLANKET, ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT BID OPENING: June 27, 2012 Inc. 1-losea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore DaweslSchillinger Road THEODORE DAWES ROADISCHJLLINGER ROAD SOUTH
6 5 (For Bidders 1 - ) M57OV.2O3BIDtF,B Page 6 of A 2 CV 621-A2 9 EACH 621-A3 6 EACH JUNCTION BOX, TYPE 621-B 7 EACH JUNCTION BOX UNIT, TYPE I $ $3, $ $3, $ $4, Bi 1 EACH TREATMENT, CLASS 1. SLOPE $ $ $ $ $ $ $4, $4, $2, $2, $3, $3, A4 I EACH 619-B2 I EACH TREATMENT. CLASS 1, SLOPE $ $ $ $ $ $ B4 EACH PIPE END TREATMENT, CLASS 1, $ $ $ $ $ $ SLOPE 4:1 30 SIDE DRAIN PIPE END 22 SPAN, 13 RISE SIDE DRAIN 29 SPAN, 18 RISE SIDE DRAIN EACH PIPE END TREATMENT, CLASS 1. $ $ $ $ $ $ :1 4:1 18 SIDE DRAIN PIPE END 619-AG 1 EACH PIPE END TREATMENT, CLASS 1, $3, $ $1, $1, $3, $3, SLOPE 3:1 (DOUBLE LINE) SLOPE 4:1 JUNC]1ON BOX, TYPE $6, $38, $6, $36, $3, $23, Al 38 EACH JUNCTION BOX, TYPE 1 $2, $83, $3, $114, $2, $99, $ $1, $ $1, $ $1, $ $5, $1, $17, $ $5, BOX, TYPE MINOR STRUCTURE 73 SPAN, 45 RISE ROADWAY # QTY DESCRIPTION DOLLARS ICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSICTS ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore Dawes!Schitlinger Road BID OPENING: June 27, 2012 Inc. PROJECT NO. MCR-2008-OQ1 THEODORE DAWES ROAD!SCHILLINGER ROAD SOUTH
7 (For Bidders I 5 ) M57OC 2O3BIDTA6 Page 7 of C5 9 EACH INLET, TYPE S-4 (1-WING) $4, $37, $2, $23, $4, $38, l-C4 3 EACH INLET, TYPE S-3 (2-WING) $3, $11, $2, $ $2, $8, C3 105 EACH INLET, TYPE S-3 (1-WING) $2, $288, $2, $220, $2, $289, Cl 2 EACH INLET, TYPE W $1, $3, $2, $5, $1, $3, # 0Th DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Hosea 0. Weaver & Sons. Inc. jjohn G. Walton Construction Co. Gulf Equipment Corp. 621-C2 1 EACH INLET, TYPE W (SPECIAL) $6, $6, $6, $6, $6, $6, C6 3 EACH INLET, TYPE S-4 (2-WING) $ $14, $2, $8, $3, $ C7 3 EACH 621-D3 I EACH INLET UNIT TYPE S-4 (2-WING) $ $ $ $ $ $ C 18,152 LF AED) $11.69 $212, $9.78 $177, $11.59 $210, EACH INLETUNITTYPES-3(1-WING) $ $1, $ $1, $ $1, $11.69 $30, $11.83 $31, $11.07 $29, A 2,633 LF CONCRETE GUTTER 621-C8 3 EACH 621-C9 2 EACH inle1types-4(1-wing) EACH INLETUNITTYPES-4(1-WING) $ $1, $ $1, $ $1, C12 14 EACH INLET, TYPE C (SPECIAL) $2, $37, $3, $48, $2, $37, Cu 17 EACH INLET, TYPEC(MODIFIED) $1, $29, $1, $27, $1, $32, C 10 3 EACH INLET, TYPE X $3, $10, $2, $8, $3, $10, $4, $13, $3, $11, $4, $12, $5, $10, $9, $19, $6, $13, S-3 (1-WING) inlet,types-3(1-wing) $6, $18, $6, $18, $6, $18, I PROJECT NO.: M BIDDER #1 1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore DaweslSchiilinger Road J BID OPENING; June 27, 2012 Jinc THEODORE DAWES ROADISCHILLINGER ROAD SOUTH
8 THEODORE DAWES ROAO1SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSohillinger Road PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 inc. ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARS1CTS DOLLARSICTS DOLLARSJCTS DOLLARSICTS DOLLARSICTS 634-A 150 [F INDUSTRIAL FENCE,4 FEET HIGH $17.00 $2, $19.35 $ $1317 $1, A 1,205 LF FENCE RESET $5.31 $ $5.43 $6, $7.38 $8, A CV (4 COMPACTED THICKNESS) $5.88 $29, $6.34 $31, $12.42 $62, A 20 ACRE SEEDING $0.01 $0.20 $50.00 $1, $ $18, C 20 ACRE MOWING $50.00 $1, $65.28 $1, $62.84 $1, A 10,000 SY SOLID SODDING $3.19 $31, $3.47 $34, $2.56 $25, A 20 ACRE MULCHING $0.01 $0.20 $50.00 $1, $1, $20, A 10,000 SY ROLLED EROSION CONTROL $2.92 $29, $3.17 $31, $4.09 $40, A 40 ACRE TEMPORARY SEEDING $0.01 $0.40 $50.00 $2, $ $35, B 40 ACRE TEMPORARY MULCHING $0.01 $0.40 $50.00 $2, $ $16, E SY POLYETHYLENE $0.70 $14, $0.68 $13, $1.27 $25, F 800 EACH HAY BALES $0.01 $8.00 $9.60 $7, $6.42 $5, G 2,000 EACH SAND BAGS $1.22 $2, $5.35 $10, $2.08 $4, I 2,000 TON TEMPORARY RIPRAP, CLASS 2 $0.01 $20.00 $50.56 $101, $57.65 $115, J 20,000 LF SILT FENCE, TYPE A $2.11 $42, $2.56 $51, $3.38 $67, K 2,000 CY DRAINAGE SUMP EXCAVATION $0.01 $20.00 $5.85 $11, $2.15 $4, ,000 LF SILT FENCE REMOVAL $0.76 $15, $0.51 $10, $0.70 $14, ,000 LF 12 WATTLE $5.06 $10, $8.15 $16, $5.99 $11, A I LS GEOMETRIC CONTROLS $11, $11, $28, $28, $14, $14, Page 8 of 22 (For Bidders I - 5 ) M57OD-2Q3aBIDTA8
9 McCRORY & WILLIAMS INC. THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DawesISchIIinger Road PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX. UNIT ITEM UNIT PRiCE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # OTY DESCRIPTION DOLLARS jcts DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARS ICTS DOLLARSICTS 698-A 1 LS CONSTRUCTION FUEL (NOT TO EXCEED $250,000.00) $0.00 $0.00 $12, $12, $0.00 $0.00 SOLID WHITE, CLASS 2, TYPE A 701-Al 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $3, $12, $3, $12, $3, $12, WIDE) BROKEN WHITE, CLASS 2, TYPE A 701-A2 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $1, $7, $1, $7, $1, $7, WIDE) BROKEN YELLOW, CLASS 2, TYPE 701-A3 4 MILE ATRAFFIC STRIPE (0.09 THICK) $1, $7, $1, $7, $1, $7, (6 WIDE) SOLID YELLOW, CLASS 2, TYPE A 701-A4 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $3, $12, $3, $12, $3, $12, WIDE) DOTTED CLASS 2, TYPE A 701-B 910 LF TRAFFIC STRIPE (0.09 THICK) (6 $1.59 $1, $1.61 $1, $1.58 $1, WIDE) 701-Cl 8 MILE BROKEN TEMPORARY TRAFFIC STRIPE $ $6, $ $6, $ $6, SOLID TEMPORARY 701-C2 12 MILE $ $9, $ $10, $ $9, TRAFFIC STRIPE 701-Di 4 MILE SOLID TRAFFIC STRIPE REMOVED $1, $6, $1, $6, $ $6, l-D2 2 MILE BROKEN TRAFFIC STRIPE REMOVED $1, $3, $1, $3, $1,58074 $3, Page 9of22 (For Bciders 1-5 ) M57OO.2O33BIDTAB
10 THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO,; M BIDDER #1 BIDDER #2 BIDDER #3. Hosea 0. Weaver & Sons, Inc. John G. Walton ConstructIon Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARS ICTS DOLLARSICTS DOLLARSJCTS DOLLARSICTS DOLLARS ICTS 703-A 5,253 SQ FT TRAFFIC CONTROL MARKINGS, CLASS 2, TYPE A $4.04 $21, $4.09 $ $4.00 $21, TRAFFIC CONTROL 703-B 647 SQ FT $4.04 $ $4.09 $2, $4.00 $2, LEGENDS, CLASS 2, TYPE A 705-Al 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 1-A $4.25 $ $4.30 $ $4.22 $ A2 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 2-A $4.25 $ $4.30 $ $4.22 $ A3 75 EACH PAVEMENT MARKERS, CLASS C. TYPE 2-C $4.25 $ $4.30 $ $4.22 $ A4 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-A $4.25 $ $4.30 $ $4.22 $ A5 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-B $4.25 $ $4.30 $ $4.22 $ A6 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-C $4.25 $ $4.30 $ $4.22 $ A7 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-ID $4.25 $ $4.30 $ $4.22 $ A8 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-E $4.25 $ $4.30 $ $4.22 $ B 1,719 SQ FT CONSTRUCTION SIGNS, TYPE iv $6.00 $10, $6.07 $10, $6.59 $11, ID 1,000 EACH CHANNELIZING DRUMS, TYPE III $0.01 $10.00 $4.87 $4, $42.15 $42, E 100 EACH CONES (36 HIGH) $9.03 $ $4.87 $ $5.74 $ F 30 EACH BARRICADES, TYPE iii $ $8, $ $7, $ $5, I 15 EACH WARNING LIGHTS, TYPE B $ $6, $ $3, $ $3, Page 10of22 (For Bidders 1-5) M57QQ-2O3\BlDTAB
11 THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore Dawes!Schliiinger Road PROJECT NO.: M BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSCTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 740-M 100 EACH BALLAST FOR CONE $5.95 $ $0.59 $59.00 $2.83 $ C 2 EACH ARROW & CHEVRON SIGN $2, $4, $ $3, $2, $5, RESiDENTIAL ASPHALT 1002-A 1,834 SY DRIVEWAYS, COMPLETE IN PLACE $11.64 $21, $21.71 $39, $17.58 $32, COMMERCIAL ASPHALT 1002-B 1,192 SY DRIVEWAYS, COMPLETE IN PLACE $11.79 $14, $21.71 $25, $20.45 $24, TOTAL AMOUNT $ 3,804, $ 4,089, $ 4,668, project. Page 11 of 22 (For Bidders 1-5) M57OO-2O33SOTAB
12 . TIMBER 5) THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT II QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS CLEARING AND GRUBBING 201-A 1 LS $ $ (APPROX. 20 ACRES) REMOVING CONCRETE SLOPE 208.C SY $2.28 $ $15.73 $23, PAVING REMOVING CONCRETE 206-C2 150 Sy $2.28 $ $69.48 $10, DRIVEWAY REMOViNG ASPHALT 206-C3 26,982 PAVEMENT $1.20 $32, $2.00 $53, REMOVING PIPE (ALL TYPES & 206-DI 1,854 LF $5.07 $9, $14.16 $26, SIZES 206-D2 477 LF REMOVING CURB & GUTTER $4.00 $1, $7.46 $3, D3 158 SY REMOVING CONCRETE ISLAND $2.28 $ $49.81 $7, El 68 EACH REMOVING HEADWALLS $ $6, $ $52, E2 2 EACH REMOVING DRAINAGE JUNCTION BOX $ $ $1, $2, E3 32 EACH REMOVING DRAINAGE INLETS $ $7, $1, $38, REMOVING MAILBOXES 206-E4 2 EACH (INCLUDING RESET WITH A NEW $75.00 $ $ $ POST) REMOVING SIGNAL POLE 206E5 8 EACH $1, $8, $ $2, FOUNDATION (PARTIAL) 209-A 40 EACH MAILBOX RESET, SINGLE $65.00 $2, $ $8, Page 12 of 22 (For Bidders 1 M57O.2O338OTh8
13 McCRORY & WILLIAMS, INC. THEODORE DAWES ROADISCHILLINGER ROAD SOUTH PROJECT NO. MCR-2008-OO1 BID TABULATION: Theodore Dawes/Schilhnger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSjCTS 210-A 12,358 CY UNCLASSIFIED EXCAVATION $5.23 $64, $8.00 $98, D 20,588 CY(TBM) TON BORROW EXCAVATION (A-2-4 OR FOUNDATION BACKFILL, $8.86 $ $12.00 $247, $44.83 $22, $70.92 $35, A 109 RDSD STA ROADBED PROCESSING $ $27, $ $91, CRUSHED AGGREGATE BASE 301-Al SY COURSE, TYPE B, PLANT MIXED, $12.90 $534, $12.92 $534, COMPACTED THICKNESS 401-A 41,751 SY BITUMINOUS TREATMENTA $0.85 $35, $0.90 $37, A 3,500 GAL TACK COAT $3.65 $12, $3.87 $13, PLANING EX1STING 408-A 22,855 SY PAVEMENT (APPROX THRU 2.0 THICK) $0.01 $ $0.01 $ SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE 424-A 6,290 TON LAYER, /2 MAXIMUM $75.25 $473, $79.71 $501, AGGREGATE SIZE MIX, ESAL RANGE C/D (140 LBS/SY) Page 13 of 22 (For Bidders 1-5) M57O0-2O33SDTA
14 THEODORE DAWES ROADISC1-IILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillrnger Road PROJECT NO.: M BIDDER #4 BIDDER #5 rrank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT II QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSCTS SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER 424-B TON LAYER, 1 MAXIMUM $66.25 $241, $70.18 $ AGGREGATE SIZE MIX, ESAL RANGE C/D SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER ,900 TON LAYER, 3)4 MAXIMUM $66.25 $324, $70.18 $343, AGGREGATE SIZE MIX, ESAL RANGE CID SUPER PAVE BITUMINOUS CONCRETE BINDER LAYER, ,000 TON LEVELING 1 MAXIMUM $66.25 $265, $70.18 $280, AGGREGATE SIZE MIX, ESAL RANGE CID SUPERPAVE BITUMINOUS CONCRETE BINDER LAYER, TON PATCHING 1 MAXIMUM $ $53, $ $64, B 1,000 TON AGGREGATE SIZE MIX, ESAL RANGE C/D AGGREGATE SURFACING (#57 STONE) $38.18 $38, $46.67 $46, A 1,157 SF RETAINING WALL (MSE) $25.00 $28, $30.00 $34, Al 4,456 LF 15 STORM $24.47 $109, $37.64 $167, A2 3,132 LF 18 STORM $25.87 $81, $41.48 $129, Page 14 of 22 (For Bidders 1 5) M57OO2O3BIOTAB
15 5) THEODORE DAWES ROADISCHILLINGER ROAD SOUTH PROJECT NO. MCR-2008-CO1 BID TABULATION: Theodore Dawes/Schillinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 533-A3 1,728 LF 24 STORM $35.00 $60, $59.24 $102, A4 354 LF 30 STORM $45.30 $ $ $41, A5 8 LF 36 STORM $69.49 $ $ $2, AG 240 LF 42 STORM $68.73 $16, $95.78 $22, BI 24 LF 18 SPAN, 11 RISE STORM $45.01 $1, $66.97 $ B2 368 LF 22 SPAN, 14 RISE STORM $39.57 $14, $48.05 $17, B3 56 LF 26 SPAN, 15 RISE STORM $39.57 $2, $56.48 $3, LF 29 SPAN, 18 RISE STORM $46.78 $18, $59.21 $22, LF 51 SPAN, 31 RISE STORM $94.48 $ $ $82, B6 640 LF 59 SPAN, 36 RISE STORM $ $78, $ $94, LF 73 SPAN, 45 RISE STORM $ $66, $ $75, A 1 LS MOBILIZATION $0.00 $0.00 $110, $110, UNDERDRAIN, 606-A 5,000 LF TYPE 8 $12.00 $60, $19.15 $95, Page 15 of 22 (For Bidders I -.,.s7o33sitaa
16 THEODORE DAWES ROAD1SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M BIDDER #4 BiDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARS jcts DOLLARSICTS DOLLARSICTS 610-A 345 LOOSE RIPRAP CLASS 2, $49.91 $ $66.54 $22, FILTER BLANKET, 610-D 1,110 GEOTEXTILE, (NON-WOVEN) $3.00 $3, $3.33 $3, A 85 CY SLOPE PAVING $ $26, $ $20, CONCRETE DRIVEWAY, 6 THICK 618-Bi 17 SY (INCLUDING6XS,6GAUGEWIRE $66.00 $1, $41.13 $ MESH) 618-B2 1,167 SY CONCRETE DRIVEWAYAPRON $38.50 $44, $41.13 $47, ROADWAY PIPE END 619-Al 18 EACH TREATMENT, CLASS 1, SLOPE 3:1 $ $7, $ $8, ROADWAY PIPE END 619-A2 4 EACH TREATMENT, CLASS 1, SLOPE $ $1, $ $2, :1 42 ROADWAY PIPE END 619-A3 2 EACH TREATMENT, CLASS 1, SLOPE 3:1 $ $1, $ $1, SPAN, 31 RISE ROADWAY 619-A4 2 EACH PIPE END TREATMENT, CLASS 1, $ $1, $1, $2, SLOPE 3:1 59 SPAN, 36 RISE ROADWAY 619-A5 I EACH PIPE END TREATMENT, CLASS 1, $2, $2, $1, $1, SLOPE 3:1 (DOUBLE LINE) Page 16 of 22 (For Bidders 1-5)
17 5) THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # OTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSICTS 73 SPAN, 45 RISE ROADWAY 619.A6 I EACH PIPE END TREATMENT, CLASS 1, $3, $3, $2, $2, SLOPE 3:1 (OOUBLE LINE> 18 SIDE DRAIN PIPE END EACH TREATMENT, CLASS 1, SLOPE 4:1 $ $ $ $ SIDE DRAIN PIPE END 619-B2 I EACH TREATMENT, CLASS 1, SLOPE 4:1 $ $ $1, $1, SPAN, 13 RISE SIDE DRAIN 619-B3 1 EACH PIPE END TREATMENT, CLASS 1, SLOPE 4:1 $ $ $ $ SPAN, 18 RISE SIDE DRAIN EACH PIPE END TREATMENT, CLASS 1, SLOPE 4:1 $ $ $ $ A 2 CY MOR STRUCTURE $ $1, $ $1, Al 38 EACH JUNCTION BOX, TYPE 1 $2, $88, $3, $124, A2 9 EACH 621-A3 6 EACH 621-A4 1 EACH JUNC11ON BOX, TYPE BOX, TYPE JUNCTION BOX, TYPE $ $5, $4, $40, $6, $37, $7, $44, $9, $9, $5, $5, B 7 EACH JUNCTION BOX UNIT, TYPE 1 $ $4, $ $5, Page 17of22 (For Bidders I - M57OO.2O338IDTAB
18 5) THEODORE DAWES ROADISCH1LLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # 0Th DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARS[CTS 621-Cl 2 EACH INLET, TYPE W $ $3, $4, $9, C2 1 EACH INLET, TYPE W (SPECIAL) $7, $ $8, $8, C3 105 EACH INLET, TYPE S-3 (1-WING) $2, $289, $4, $456, C4 3 EACH INLET,TYPES-3(2-WING) $3, $9, $4, $14, l-C5 9 EACH INLET,TYPES-4(1-WING) $4, $36, $7, $66, C6 3 EACH INLET, TYPE S-4 (2-WING) $4, $13, $7, $22, C7 3 EACH 621-C8 3 EACH 621-C9 2 EACH INLET TYPE S-3(l-WING) INLET, TYPE S-3 (1-WING) INLE1 TYPE S-4 (1-WING) $7, $21, $6, $19, $5, $15, $5, $17, $7, $14, $8, $17, ClO 3 EACH INLET,TYPEX $3, $9, $3, $11, Cu 17 EACH INLET, TYPE C (MODIFIED) $1, $30, $4, $77, C12 14 EACH INLET, TYPE C (SPECIAL) $3, $42, $5, $72, D1 2 EACH INLLETUNITTYPES-3(1-WING) $ $1, $ $1, D2 2 EACH INLETUNITTYPES-4(1-WING) $ $1, $ $1, D3 1 EACH INLET UNIT TYPE S-4 (2-WING) $ $ $ $ A 2,633 LF CONCRETE GUTTER $12.25 $32, $10.28 $27, C 18,152 LF $12.65 $229, $13.26 $240, Page 18 of 22 (For Bidders I - M57OO.2D33eDTAO
19 McCRORY & WILLIAMS, inc. THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 BIDS RECEWED: MOBILE COUNTY ENG. OFC. Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNITPRICE AMOUNT UNITPRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 634-A 150 LF INDUSTRIAL FENCE,4 FEET HIGH $15.00 $2, $17.33 $2, A 1,205 LF FENCE RESET $5.00 $6, $7.18 $ A 5,000 CY 4 COMPACTED THICKNESS) $11.00 $55, $9.00 $45, A 20 ACRE SEEDING $1, $ $1, $27, C 20 ACRE MOWING $45.50 $ $ $2, A SY SOLID SODDING $5.00 $ $5.12 $51, A 20 ACRE MULCHING $ $16, $1, $20, A 10,000 SY R5NTROL $4.45 $44, $4.16 $41, A 40 ACRE TEMPORARY SEEDING $ $23, $ $31, B 40 ACRE TEMPORARY MULCHING $ $32, $1, $41, E 20,000 SY POLYETHYLENE $1.50 $30, $1.50 $30, F 800 EACH HAY BALES $6.00 $4, $7.96 $6, G 2,000 EACH SAND BAGS $2.24 $4, $5.26 $10, I 2,000 TON TEMPORARY RIPRAP, CLASS 2 $44.50 $89, $59.06 $118, J 20,000 LF SILT FENCE, TYPE A $4.00 $80, $3.10 $62, K 2,000 CY DRAINAGE SUMP EXCAVATION $10.00 $20, $11.62 $23, ,000 LF SILT FENCE REMOVAL $1.00 $20, $1.20 $24, ,000 LF 12 WATTLE $4.09 $8, $5.72 $11, A I LS GEOMETRIC CONTROLS $25, $25, $93, $93, Page 19 of 22 (For Bidders 1-5)
20 THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 698-A 1 LS CONSTRUCTION FUEL (NOT TO EXCEED $250,000.00) $0.00 $0.00 $5, $5, SOLID WHITE, CLASS 2, TYPE A 701-Al 4 MILE TRAFFiC STRIPE (0.09 THICK) (6 $3, $12, $ $13, WIDE) BROKEN YELLOW, CLASS 2, TYPE 701-A2 4 MILE A TRAFFIC STRIPE (0.09 THICK) $1, $ $ $7, (6 WIDE) BROKEN YELLOW, CLASS 2, TYPE 701-A3 4 MILE A TRAFFIC STRIPE (0.09 THICK) $1, $7, $1, $7, (6 WIDE) SOLID YELLOW, CLASS 2, TYPE A 701-A4 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $3, $12, $3, $13, WIDE) DOTTED CLASS 2, TYPE A 701-B 910 LF TRAFFIC STRIPE (0.09 THICK) (6 $1.65 $1, $1.68 $1, WIDE) BROKEN TEMPORARY 701-Cl 8 MILE TRAFFIC STRIPE $ $6, $ $8, SOLID TEMPORARY MILE $ $10, $ $10, TRAFFIC STRIPE 701-DI 4 MILE SOLID TRAFFIC STRIPE REMOVED $1, $6, $1, $6, D2 2 MILE BROKEN TRAFFIC STRIPE REMOVED $1, $3, $1, $3, Page 20 of 22 (For Bidders 1-5) M eIOTA6
21 THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DawesiSchillinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June ITEM APPROX. UNIT item UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 703-A 5,253 SQ FT TRAFFIC CONTROL MARKINGS, CLASS 2, TYPE A $4.18 $21, $4.25 $ TRAFFIC CONTROL 703-B 647 SQ FT $4.18 $2, $4.25 $2, LEGENDS, CLASS 2, TYPE A 705-Al 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 1-A $4.40 $ $4.47 $ A2 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 2-A $4.40 $ $4.47 $ A3 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 2-C $4.40 $ $4.47 $ A4 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-A $4.40 $ $4.47 $ A5 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-B $4.40 $ $4.47 $ A6 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-C $4.40 $ $4.47 $ A7 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-D $4.40 $ $4.47 $ A8 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-E $4.40 $ $4.47 $ B 1,719 SQ FT CONSTRUCTION SIGNS, TYPE IV $6.88 $11, $8.95 $15, D 1,000 EACH CHANNELIZING DRUMS, TYPE Iii $59.40 $59, $58.17 $58, E 100 EACH CONES(36 HIGH) $13.75 $1, $10.00 $1, F 30 EACH BARRICADES, TYPE III $ $5, $ $3, I 15 EACH WARNING LIGHTS, TYPE B $90.20 $ $ $6, Page 21 of 22 (For Bidders I - 5) U57CO-2O33BIDTA5
22 THEODORE DAWES ROAD!SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchlllinger Road PROJECT NO.: M BIDDER #4 BIDDER #5 Frank Turner Construction Racon Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 740-M 100 EACH BALLAST FOR CONE $9.80 $ $10.00 $1, C 2 EACH PORTABLE SEQUENTIAL ARROW $2, $4, $13, $27, RESIDENTIAL ASPHALT 1002-A 1,834 SY DRIVEWAYS, COMPLETE IN $15.00 $27, $32.60 $59, PLACE COMMERCIAL ASPHALT 1002-B 1,192 SY DRIVEWAYS, COMPLETE IN $20.00 $23, $35.76 $42, PLACE TOTAL AMOUNT $ 4,829, $ 6,269, Page 22 of 22 (For Bidders 1-5) M57OO.2OS38IDTAB
McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS
BID TABULATION Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. QTY DESCRIPTION DOLLARSjCTS
ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/14/13 PAGE : VENDOR RANKING
PAGE : 001-1 VENDOR RANKING CONTRACT TIME : 09/01/13 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I059(370) for constructing the Ramp Widening and Auxiliary Lane (Grade, Drain, Base, Pave and
Maine Turnpike Authority
Company Name Total Bid Amount R J Grondin & Sons - Gorham, ME $1,436,720.00 Shaw Brothers Construction, Inc. - Gorham, ME $1,476,398.83 Pratt & Sons, Inc. - Minot, ME $1,733,615.00 Page 1 of 13 R J Grondin
Maine Turnpike Authority
Company Name Total Bid Amount Shaw Brothers Construction, Inc. - Gorham, ME $659,771.50 R J Grondin & Sons - Gorham, ME $690,828.50 Gendron & Gendron - Lewiston, ME $753,187.00 Gordon Contracting - Sangerville,
Project Book Worksheet for Cost Estimation
001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
CT Consultants, Inc.
Cost 1 202 AHRESTY DRIVE REMOVAL 1 LS 2 202 EXISTING SILO DEMOLISHED AND REMOVED, AS PER PLAN 1 LS 3 203 EXCAVATION (NOT INCLUDING UNDERCUT) 2,372 CY 4 203 EMBANKMENT 3,306 CY 5 204 PROOF ROLLING 10 HRS
BARRETT ROAD (C.R. 178) ROADWAY RESURFACING FROM LEWIS ROAD TO SPAFFORD ROAD IN OLMSTED TOWNSHIP, OHIO ITEMIZED UNIT PRICE BID ROADWAY
IZED PRICE BID DESCRIPTION PRICE BID ROADWAY 1 201 11000 CLEARING AND GRUBBING 1 - - LUMP 2 202 23000 PAVEMENT REMOVED NR SQ YD 20 3 202 35100 PIPE REMOVED, 24" AND UNDER NR FT 134 4 202 58000 MANHOLE
(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,
78th Avenue Eastl184th Street EastlCRP 5661 I hereby certify this to be a true copy of the tabulation of the bids as received and opened. BID OPENING: FRIDAY, March 3, 2017 County Engine (1 ) Active Construction
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 05/01/00 PAGE : 1 TABULATION OF BIDS
PAGE : 1 CONTRACT DESCRIPTION : MILL & OVERLAY, GRADING, BIT SURFACING, BR NO 02038 ETC CONTRACT LOCATION: LOCATED ON TH 47 FROM 153RD AVE NW IN RAMSEY TO 180TH LANE NW AND AT FORD BROOK IN BURNS TOWNSHIP
HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
PROJECT NAME: Anamosa Street Reconstruction - Midway Street to Miiwuakee Street PROJECT NUMBER: PROJECT NO. 07-1473 / CIP NO. 50559 LET DATE: April 11, 2017 LOW BID AMOUNT: $3,941,397.20 ENGINEER'S ESTIMATE
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director Project No. 100281 PID 77255 LUC-IR-475-14.18 Federal Type: MAJOR RECONSTRUCTION Letting Date: 6/3/2010 Completion
Riverside County Transportation Department Summary of Bids
1 COUNTY'S ESTIMATE R-JS General Construction Riverside, CA 92509 ITEM NO. ITEM CODE CONTRACT ITEM UNITS QUANTITY UNIT PRICE ENG ESTIMATE BID UNIT PRICE BID ESTIMATE 1 066102 DUST ABATEMENT LS 1 3,000.00
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/08/17 Comp. Dt:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 4308-34 Contract ID: Contract Description: Contract Location: Recommendation: 170004 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID
SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION
Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director
Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director Project No. 080598 PID 21272 CUY-SR-237-4.93 - PART I (FRONT STREET); CUY-237-4.55 - P Federal Type: RAILROAD
Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
BID TABS PROJECT 18-1029 22 nd AVENUE RECONSTRUCTION BID DATE: MAY 9, 2018 Stark Pavement Corp. Lalonde Contractors Cornerstone Pavers LLC Brookfield, WI Waukesha, WI Racine, WI Item Number Roadway Quantity
Maine Turnpike Authority
Company Name Total Bid Amount Liddell Brothers, Inc. - Halifax, MA $1,590,213.00 Northeast Traffic Control Services, Inc. - Plymouth, MA $1,932,117.00 Page 1 of 5 Liddell Brothers, Inc. Halifax, MA 202.2061
MoDOT 2016 UNIT BID PRICES Northwest District
MoDOT 2016 UNIT BID PRICES Northwest District 2013000 CLEARING AND GRUBBING ACRE 7.95 20 1926.49132 20000 1 159 2022010 REMOVAL OF IMPROVEMENTS L.S. 1.00 56 24479.13304 201719 750 56 2024043 REMOVAL OF
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 140123 PID 82645 LOR- SR 0057 19.42 Federal Type: INTERCHANGE Letting Date: 4/17/2014 Completion Date: 7/15/2016
Maine Turnpike Authority
Interchange 44 Barrier Toll Plaza Open Road Tolling Conversion Mile 44.3 201.11 CLEARING 3.50 AC 202.071 REMOVING ASBESTOS CONTAINING MATERIALS, TOLL BOOTH LAB TOPS 1.00 LS 202.081 REMOVING EXISTING BUILDING
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/15/17 Comp. Dt: 08/04/17. Contract Time: Min: Max:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 1401-171 Contract ID: Contract Description: Contract Location: Recommendation: 170002 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 110146 PID 82278 HAM-IR-75-5.58 Federal Type: INTERCHANGE Letting Date: 5/5/2011 Completion Date: 7/31/2014 Contract
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. District(s): 8 30=047 Start Dt: 05/01/17 Comp. Dt:
Letting: 17030200 Letting Dt: March 02, 2017 9:30 A.M. State Proj.: 5101-14 Contract ID: Contract Description: Contract Location: Recommendation: 170020 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 170559 PID 102381 SCI-US 52-19.01 Federal Type: TWO LANE RESURFACING Letting Date: 11/2/2017 Completion Date:
Maine Turnpike Authority
Company Name Total Bid Amount CPM Constructors - Freeport, ME $1,309,765.25 Scott Construction Corporation - Portland, ME $1,528,840.00 Wyman & Simpson Inc. - Richmond, ME $1,674,845.00 Page 1 of 10 CPM
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 02/26/00 PAGE : 1 TABULATION OF BIDS
PAGE : 1 CONTRACT DESCRIPTION : LEFT & RIGHT TURN LANES AND FLASHING BEACON SYSTEM CONTRACT LOCATION: LOCATED ON TH 7 FROM 327 M WEST OF JCT TH 25 TO 445 M EAST OF JCT TH 25 RECOMMENDATION: AWARD TO LOW
Items Unit Quantity Unit Price Total Unit Price Total
Engineer's Plote Construction, Inc. Estimate 1100 Brandt Drive Hoffman Estates, IL 60192 s Unit Quantity 1 SUPPLEMENTAL WATERING UNIT 4 $100.00 400.00 $40.00 160.00 2 TOP SOIL FURNISH AND PLACE, 6 INCH
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 170607 PID 85146 CUY-SR 21-10.04L Federal Type: BRIDGE REPLACEMENT (1 BRIDGE) Letting Date: 12/14/2017 Completion
Austin Constructors, LLC S FM N. Richey 9810 FM 969. Pasadena, TX Austin, TX 78724
National Power Rodding Corp. 9810 FM 969 Austin, TX 78724 Austin Constructors, LLC. 7907 S FM 973 Item No. Estimate Qty Unit of Issue Description Unit Price Total Unit Price Total Unit Price 103.1 125.00
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E Each bidder shall bid each item of the Base Bid Schedule and Alternate A Bid Schedule. Failure to bid an item shall be just cause
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director Project No. 180573 PID 93496 FRA-IR 71-01.53 Federal Type: BRIDGE REPLACEMENT (2 BRIDGES) Letting Date: 12/20/2018 Completion
BID TABULATION PAGE 1 OF 4. BL S.R. Harbins Road/Alcovy Road - Intersection Improvements Department of Transporation. CMES, Inc.
BID TABULATION PAGE 1 OF 4 E.R. Snell Contractor, Inc. G.P.'s Enterprises, Inc. Est. 1 005 Traffic Control Project No M-0679 1 LS $27,811.00 $27,811.00 $48,800.00 $48,800.00 $22,021.80 $22,021.80 2 010
2015 PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM
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Riverside County Transportation Department Summary of Bids
Company Name Dartmouth St. Base Bid Sch. Yale St. Base Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. Alternate Bid Sch. 4 Total COUNTY'S ESTIMATE,87,.50,444,6.00 9,400.00 9,400.00 800.00,00.00
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SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP. 1 OF 1 P:\8417\ Bridge A\AT\Albany A.MDB 7/21/2014 7:32:31 AM REVISION NO COUNTY
7/18/2014 - UCTURE REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET - SEE SPECIAL PROVISIONS SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP T-410 4 OF 8 QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO
Maine Turnpike Authority
Company Name Total Bid Amount Sargent Corporation - Stillwater, ME $29,888,765.79 Reed & Reed, Inc. - Woolwich, ME $34,900,974.90 Page 1 of 25 Sargent Corporation Stillwater, ME 201.11 CLEARING AC 4.00
CONTRACTOR'S REQUEST FOR PAYMENT CHASKA VETERANS PARK IMPROVEMENTS STANTEC PROJECT NO
Owner: City of Chaska, 1 City Hall Plz., Chaska, mn 55318 Date: December 12, 2017 For Period: 12/1/2017 to 1/31/2018 Request No: 1 Contractor: Blackstone Contractors, LLC, 9520 County Rd. 19, Ste. D, Loretto,
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PAGE 1 BID OPENING: AUGUST 11, 2011 ENGINEER'S ESTIMATE: $3,108,320.60 CONTRACT NO.110269 SABINO CANYON AND TANQUE VERDE INTERSECTION IMPROVEMENTS *FOR A MORE DETAILED ITEM DESCRIPTION* *REFER TO PROPOSAL
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9/20/2017 2:39:11 PM GPLOT-V8 2016104_18-001.dgn Project Number Sheet Total Sheets djackson gplotborder-v8i-po.tbl X2802 30 118 966.5 21+00 L.P. EL. 966.34 L.P. EL. 966.58 0.29% 0.11% 965 H.P. EL. 966.54
Federal Project No.: OC-095-1(348)
Order : N83 Schedule of Items Page: 2 Oversight/State Project : (NFO)0095-127-857, C501 Federal Project : OC-095-1(348) 0010 513 00100 MOBILIZATION LUMP SUM LUMP SUM 0020 517 00101 CONSTRUCTION SURVEYING
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
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Maine Turnpike Authority
York Toll Plaza Mile 8.8 201.11 Clearing 17.00 AC 202.15 Removing Existing Manhole or Catch Basin 22.00 EA 202.151 Abandoning Existing Manhole or Catch Basin 10.00 EA 202.16 Removing Existing Pipe 575.00
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166
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BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.
PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
Federal Project No.: STP-5128(388)
Order : M48 Schedule of Items Page: 2 Oversight/State Project : (NFO) 0460-129-105, C501 Federal Project : STP-5128(388) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING (CONSTRUCTION)
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Page 1 2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH ITEM ITEM DESCRIPTION UNITS N TOTAL QUANTITY AVERAGE PRICE 106.05100 FIELD LABORATORY
Kansas Department of Transportation DISTRICT 2. Project(s): Min: Max:
Page 1 of 23 518122 SECTION: 01 COMMON ITEMS 1 020100 CONTRACTOR CONSTRUCTION STAKING 2 025602 FIELD OFFICE AND LABORATORY (TYPE C) 3 025323 MOBILIZATION 4 070626 MOBILIZATION (DBE) 5 020001 MAINTENANCE
2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH
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Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14
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7/07/2015 Page 1 of 20 Strawser Paving Co., Inc. Shelly & Sands, Inc. Double Z Construction Co Columbus Asphalt Paving, Inc. 1595 Frank Road P.O.Box 2469 2550 Harrison Road 1196 Technology Dr Columbus,
STREET IMPROVEMENTS PROPOSAL BID ITEMS
STREET IMPROVEMENTS 1 Excavation 3,525 CY $ $ 2 A.C. Planing (2" to 4" Depth) 20,586 SY $ $ 3 Furnish & Install Asphalt Concrete 4,270 TON $ $ 4 Furnish & Install Aggregate Base 2,955 TON $ $ 5 Remove
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Ingham County Request for Proposals Okemos Road and Sandhill Road Widening, Packet #15-15
COST FORM (1 of 5) Packet #15-15, Okemos Road & Sandhill Road Widening Project (Please Type or Print Clearly in Ink) Pay Description Unit Quantity Unit Price Total 1500001 Mobilization, Max. LS 1 2020002
County of Los Angeles Department of Public Works BID SUMMARY
PROJECT NAME CENTRAL AVENUE, ET AL. PROJECT ID RDC0013675 Engineer's Estimate (1) All American Asphalt (2) Sequel Contractors, Inc. (3) Sully-Miller Contracting Company (4) Palp, Inc. 5,177,177.00 5,292,979.00
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00001 Removal of Structure 24 EA 202-00019 Removal of Inlet 24 EA 202-00195 Removal of Median cover 930 SY 202-00200 Removal of Sidewalk 1,188 SY 202-00201 Removal of Curb Head 273 LF 202-00203 Removal
Licensed Class C Virginia Contractor No.
month period is seven hundred and fifty thousand dollars (750,000) or more, the Bidder is required under Title 54.11100, Code of Virginia (1950), as amended, to be licensed by the State Board of Contractors
2017 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR ENGLISH (10)
106.05100 FIELD LABORATORY EA 33 33.00 $12,605.17 201.03201 CLEARING AND GRUBBING ACRE 2 76.00 $1,269.74 201.03206 CLEARING TREES 6 in EA 1 53.00 $122.27 201.03210 CLEARING TREES 10 in EA 3 66.00 $227.33
Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements
Bid Opening Date: May 6, 2014 Time: 11:00 a.m. Surety NCA Surety NCA Yes Yes Yes Yes Total Amount Bid: $1,358,851.00 Total Amount Bid: $1,386,098.72 Item Nos. Approx. Quantities Unit Item & Unit Prices
Federal Project No.: NHFP-081-1(346)
Order : N27 Schedule of Items Page: 2 Oversight/State Project : (NFO)0081-098-778,B650-51,C501 Federal Project : NHFP-081-1(346) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING (CONSTRUCTION)
Federal Project No.: HSIP-5A27(567)
Order : A11 Schedule of Items Page: 2 Oversight/State Project : (NFO)0001-020-S82,C501 Federal Project : HSIP-5A27(567) 0010 513 00100 0020 517 00101 MOBILIZATION LUMP SUM LUMP SUM CONSTRUCTION SURVEYING
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 02/27/06 PAGE : 1 TABULATION OF BIDS
PAGE : 1 NUMBER OF DAYS: 63 BRIDGE COUNT : 9 CONTRACT DESCRIPTION : BITUMINOUS OVERLAY & BRIDGE APPROACH PANEL REPLACEMENT CONTRACT LOCATION: LOCATED ON TH 90 FROM 0.8 MILE WEST OF THE BLUE EARTH RIVER
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18 HIGHWAY: FM 3151 COUNTY: 12/02/2015 ESTIMATE PAID: AWARD DATE: 12/17/2015 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18 131 CONTRACT ID: 187503022 PROJECT: C 1875-3-22 CONTRACT: 12153043 AWARD : $3,146,993.47 PROJECTED : $3,149,993.47 ADJ. PROJECTED : $3,149,993.47 CONTRACT:
PAGE 1 of 18 WEIGHTED AVERAGE
UNIT PRICES PAGE 1 of 18 201 BRIDGE SITE PREPARATION L.S. 1.00 15,000.00 15,000.00 15,000.00 * 201 CLEARING ACRE 4.10 40,470.00 4,500.00 13,010.78 201 CLEARING STA 6,089.00 11,000.00 1.00 1,162.09 201
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
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PROJECT NAME 3RD STREET - INDIANA STREET TO RECORD AVENUE PROJECT ID RDC0015034 Engineer's Estimate (1) Sully-Miller Contracting Company (2) TORO ENTERPRISES, INC. (3) Sequel Contractors, Inc. (4) All
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SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING April 10, 2018 REVISED
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2, total unit $ total unit $ total unit $ total $
BD TABULATON Bid No. : 697 North Bay Trail-1st Street North Project No. 0901-212 Engineering &Capital mprovements Department, City of 1. Petersburg, Florida Bid date: February 26,2010 ",,>,',-, t~..4":;
COST ESTIMATES: Curb-Running
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NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 1/02/2018
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Wentzville Parkway South Phase 2 & 2A
Wentzville Parkway South Phase 2 & 2A Sponsor Wentzville Project No. RB18-000034 Project Type New Road TOTAL FUNDING Phase 2 Total County Sponsor Federal $10,000,000 $8,000,000 $2,000,000 $0 Phase 2A Total
SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71
BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:
DEVELOPMENT SERVICES PHONE: (209) 668-5520 ENGINEERING DIVISION FAX: (209) 668-5563 156 S. BROADWAY, SUITE 150 TDD: (800) 735-2929 TURLOCK, CA 95380 engineering@turlock.ca.us Date: 04/20/2018 City Project
HOUR TRAINING UNLOCKED HOUR SURVEY CREW UNLOCKED LUMP SUM CLEARING AND GRUBBING UNLOCKED FORCE ACCOUNT CLEARING AND
1100050 HOUR TRAINING UNLOCKED 2000100 HOUR SURVEY CREW UNLOCKED 2010100 LUMP SUM CLEARING AND GRUBBING UNLOCKED 2010110 FORCE ACCOUNT CLEARING AND GRUBBING UNLOCKED 2010120 ACRE CLEARING AND GRUBBING
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CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 05/10/13 HIGHWAY: FM 3301 COUNTY: 09/09/2011 ESTIMATE PAID: AWARD DATE: 09/29/2011 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 05/10/13 75 CONTRACT ID: 349701008 PROJECT: STP 2012(033)HES CONTRACT: 09113205 AWARD : $1,297,485.60 PROJECTED : $1,307,485.60 ADJ. PROJECTED : $1,307,485.60
ADDENDUM NO. 1. Contractor shall fax back the recognition sheet acknowledging the receipt of this addendum, or include in their proposal.
ADDENDUM NO. 1 DATE: August 7, 2014 PROJECT: FROM: TO: 2014 MFT Section 14-00000-00-GM, SUPP1 United City of Yorkville Kendall County, IL Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois
DOCUMENTATION WORKBOOK FY 2017
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$6, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 -30, PROJECT: STP 2013(839) GRAYSON
-30,219.83 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 291 CONTRACT ID: 051002028 PROJECT: STP 2013(839) CONTRACT: 07133220 AWARD : $4,317,753.44 PROJECTED : $4,394,254.44 ADJ. PROJECTED : $4,364,034.61
DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/10 AND 12/31/10 BY ITEM GROUP 211 CONTRACTS - AWARDED TOTAL: $649,895,273
AVERAGE BID PRICES FOR AWARDED PROJECTS 06:54 Friday, February 18, 2011 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 9 $276 $30,713.33 9 2011.601/00010 VIBRATION MONITORING LS 2 $73 $36,700.00 2 2011
CITY OF BURLINGTON SHARON AVENUE SANITARY SEWER IMPROVEMENTS - PHASE 1 - REBID CITY OFFICIALS. STEVE SEXTON Mayor JAMES STAVIG.
SKAGIT COUNTY WASHINGTON CITY OFFICIALS STEVE SEXTON Mayor TED MONTGOMERY JAMES STAVIG City Council RICK DEGLORIA JOE DEGLORIA CHRIS LOVING BILL ASLETT EDIE EDMUNDSON City Council DON ERICKSON SEWER DEPARTMENT
County of Los Angeles Department of Public Works BID SUMMARY
(1) McKenna General Engineering, (2) Zusser Company, (3) Palp, (4) C. W. Crosser Construction, 1,155,777.00 1,306,820.00 1,439,957.00 1,461,985.00 1 IMPLEMENTATION OF THE SWP 1 15,000.00 LS 15,000.00 2
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DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/04 AND 12/31/04 BY ITEM GROUP 201 CONTRACTS - AWARDED TOTAL: $340,971,276
AVERAGE BID PRICES FOR AWARDED PROJECTS 14:37 Wednesday, February 2, 2005 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 17 $920 $54,140.65 17 2011.601/00040 DESIGN LS 1 $4 $3,500.00 1 2011 $924 2013
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Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
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Section A - GENERAL ITEMS A-1 01505 Mobilization LS 1 $ 100,000.00 $ 100,000.00 A-2 -- Payment and Performance Bonds LS 1 A-3 01310 Document Control LS 1 A-4 01311 CPM Schedule LS 1 A-5 01590 Engineer's
CIS 26.txt MIS.CIS.26 MATL VERIF & MISSING SOURCES CONTRACT MGR.NO. 055 PAGE 001
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BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -
BID FORM PART A Name & Category Unit Unit Cost (B) Cost (AxB) GENERAL REQUIREMENTS 1 Mobilization (Maximum 3.0% of the total Contract Price) 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b