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PAY ESTIMATE #4
<br />Rhinestone Street Bridge Project
<br />S.A;P. 199-109-02
<br /> CITY OF RAMSEY
<br />
<br />Contractor
<br />
<br />July 8, 2005
<br />Honorable Mayor & City Council
<br />City of Ramsey
<br />15153 Nov'then Blvd. NW
<br />Ramsey, MN 55303-6197
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<br />RE: Rhinestone Street Bridge ~ S.A.P. 199-109-02
<br />Contractor: Redstone Construction
<br />Contract Amount: $999,279.30
<br />Award Date: October 13, 2004
<br />Completion Date: August 15, 2005
<br />
<br />Dear Council Members:
<br />
<br />The following work has been completed on the above-referenced project by Redstone Construction
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<br />BiD SCHEDULE "A" S.A.P, 199-109-02 - RHINESTONE STREET BRIDGE Redstone Construction
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<br /> Used to
<br /> Item Description Estimated Quantity Unit Price Contract Price Date Extension
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<br /> 1 MOBILIZATION I LS $53,310.91 $ 53,310.91 0.5 $ 26,655.46
<br /> 2 COMMON EXCAVATION 104(] CY $6.77 $ ~,040.80 1000 $ 6,770.00
<br /> 3 SELECT GRANULAR MATERIAL 10% (CV) 1438 CY $15.48 $ 22,136.40 1430 $ 22,136.40
<br /> 4 SELECT GRANULAR BORROW (CV) 151~ CY $14.161 $ 2,124.00 125 $ 1,770.00
<br /> 5 AGGREGATE BASE (CV) CLASS 5 (MOD) 128 CY $33.27, $ 4,258,56 25 $ 831.75
<br /> 6 CONCRETE PAVEMENT STD. WIDTH 7.0~' 136 SY $71.53 $ 9,728.08 112 $ 8,011.36
<br /> 7 STRUCTURAL CONCRETE 27 CY $100.64 $ 2,717.28 30 $ 3,019.20
<br /> 8 BRIDGE APPROACH PANEL 1.74 EACH $18,875.79 $ 32,843..87 1.74 $ 32!843.87
<br /> 9 STRUCTURAL CONCRETE (1A43) 197 (P) CU. YD. $241.38J $ 47,551.86 197 $ 47,551.86
<br /> 10 STRUCTURAL CONCRETE (3Y43) 385 (PI CU. YD. $384.59 $ 148,067.15 385 $ 148,067.15
<br /> 11 STRUCTURAL CONCRETE (3Y36) 386 (PI CU. YD. . $291.93 $ 112,684.98 366 $ 112,684.98
<br /> I2 TYPE MODIFIED P-2 RAILING CONCRETE (3Y46) 249 (P) LIN. FT. . $84.14 $ 20,950.86 0 $
<br /> 13 SIDEWALK CONCRETE (3Y46) 1475 (PI SQ. FT. $6.22 $ 9,174.50 0 $
<br /> 14 REINFORCEMENT BARS 13165 (PI POUND $0.90 $ 11,848.50 13165 $ 11,848.50
<br /> 15 REINFORCEMENT BARS (EPOXY COATED) 139900 (P} POUND $0.88 $ 123,112.00 139900 $ 123,112.00
<br /> 16 STRUCTURE EXCAVATION 0.94 LUMP SUM $11,119.181 $ 10,452.03 0.94 $ 10,452.03
<br /> 17 --OUNDATION PREPARATION 1 LUMP SUM $36,131.95 $ 36,131.95 1 $ 36,131.95
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<br /> 18 ORNAMENTAL METAL RAILING TYPE SPECIAL 311 (P! LIN. FT. $166.691 $ 51,840.59 0 $
<br />
<br /> 19 STRUCTURAL TUBE RAILING DESIGN T-1 .224 (PI LIN. FT. $92.72 $ 20,769.28 0 $
<br /> 20 EXPANSION JOINT DEVICES TYPE 4 118 LIN. FT. $116.57' $ 12,822.70 110 ...$. 12,822.70
<br /> 21 BEARING ASSEMBLY 12 EACH $883.02 $' 10,596:2.'4 12' .$ 101596.24
<br /> 22 DRAINAGE SYSTEM TYP (B910) 0.87 LUMP SUM $1,106.09 $ 962.30 0.87 $ 962.30
<br /> 23 CONCRETE WEARING COURSE (3U17A) 5550 (PI SQ. FT. $6.22 $ 34,521.00 0 $
<br /> 24 C.I.P. CONCRETE PILING DELIVERED 12" 3096 LIN. FT. $21.93 $ 67,763.70 3026.5 $ 66,371.15
<br /> 25 C.LP. CONCRETE PILING DRIVEN 12" 309~ LIN. FT. . $1.13 $ 3,491.70 2871 $ 3,244.23
<br /> 26 C J.P. CONCRETE TEST PILE, 65 FT.LG. 12" 4 EACH $7,356.17 $ 29,424.68 4 $ 29,424.68
<br /> 27 C.I.P. CONCRETE TEST PILE, 75 FT.LG.12" 2 EACH $8,487.89 $ 16,975.78 2 $ 16,975.78
<br /> 28 CONDUIT SYSTEM (LIGHTING) 1 LUMP SUM $16,091.38 $ 16,091.36 0.5 $ 8,045.69
<br /> 29 4" CONCRETE WALK 124~ SF $4.73 $ 5,874.66 0 $
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<br /> 30 6" CONCRETE WALK 12(: SF $6.86 $. 823.20 0 $
<br />
<br />ii 31 CONCRETE CURB AND GUTTER DESIGN B618 16(: LF $26.07 $ 4,171.20 0 $
<br />32 INTEGRANT CURB & GUTTER DESIGN B6 5c, LF $14.36 $ 847.24 53.5 $ 768.26
<br />L 33 PEDESTRIAN CURB RAMP 21 EA $686.25 $ 1,372.50 0 . $
<br />
<br />Total Bid Schedule "A" - Rhinestone Street Bridge
<br />
<br />$ 932,481.88 $ 741 ,~)97153
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<br />RA3173PE xl~Pay E~hrnale #4 PE - 1
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