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PAY ESTIMATE #2
<br />Rhinestone Street Bridge Project
<br />S.A.P. 199-109-02
<br /> CITY OF RAMSEY
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<br />Contractor
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<br />I,/ia y 6,
<br />Honorat}le Mayor & q;ity Council
<br />(;ity of Ramsey
<br />
<br />15153 l,]owthen Blvd. NW
<br />Ramsey. MI',I 5530.':I-6197
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<br />F~E: Rhinestone Street Bridge - S.A.P. 199-109-02
<br />Contractor: Redstor~e Construction
<br />Contrac[ Aroour~t: $999,279.30
<br />Award Date: October 13, 2004
<br />(/ompletion Date: Al~gust 15, 2005
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<br />[Jear rSo .~nr; I Me. mt]ers:
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<br />Ihe following work has been completed on the above-referenced project by Redstone Construction
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<br />BI[) SCHEi3ULE "A" S.A.P. 199-109-02 - RHINESTONE STREET BRIDGE Redstone Construction
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<br /> used to
<br />iptio~ Estimated Quantity Unit Price Contract Price Date Extension
<br />_IZAT ION' 1 LS $53,310.91 $ 53,310.91 0.5 $ 26,655.46
<br />/ION EXCAVATION 1040 CY $6.77 $ 7,040.80 $
<br />3T GRANULAR MATERIAL 10% (CV) 143l~ CY $15.48 $ 22,136.40 $
<br />3T GF~ANULAR BORROW (CV) 150 CY $14.16 $ 2,124.00 $
<br />~EGATE BASE (Cv) CLASS 5 (MOD) 128 CY $33.27 $ 4,258.56 $
<br />;RETE PAVEMENT STD. WIDTH 7.0" 136 SY $71.53 $ 9,728.08 $
<br />~TURAL CoNcRETE 27 CY $100.64 $ 2,717.28 $
<br />bE APPROACH PANEL 1.74 EACH $18,875.79 $ 32,843.87 $
<br />CTURAL CONCRETE (1A43) 197 (P) CU. YD. $241.38 $ 47,551.86 197 $ 47,551.86
<br />CTURAL CONCRETE (3Y43) 385 (P) CU. YD. $384.59 $ 148,067.15 265 $ 101,916.35
<br />C'I-URAL CONCRETE (3Y36) 386 (P) CU. YD. $291.93 $ 112,684.98 $
<br />MODIFIED P-2 RAILING CONCRETE (3Y46) 249 (P) LIN. FT. $84.14 $ 20,950.86 $
<br />X/ALK CONCRETE (3Y46) 1475 (P) SQ. FT. $6.22 $ 9,174.50 $
<br />:ORCEMENT BARS 13165 (P) POUND $0.90 $ 11,848.50 13165 $ 11,848.50
<br />:ORCEMENT BARS (EPOXY COATED) 139900 (P) POUND $0.88 $ 123,112.00 24638 $ 21,681.44
<br />~TURE EXCAVATION 0.94 LUMP SUM $11,119.18 $ 10,452.03 0.94 $ 10,452.03
<br />'DATION PREPARATION 1 LUMP SUM $36,131.95 $ 36,131.95 1 $ 36,131.95
<br />~ENTAL METAL RAILING TYPE SPECIAL 311 (PI LIN. FT. $166.69 $ 51,840.59 $
<br />CTURAL TUBE RAILING DESIGN T-1 224 (P) LIN. FT. $92.72 $ 20,769.28 $
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<br />NSION .JOINT DEVICES TYPE 4 116 LIN. FT. $116.57 $ 12,822.70 $
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<br />lNG ASSEMBLY 12 EACH $883.02 $ 10,596.24 $
<br />4AGE SYSTEM TYP (B910) 0.87 LUMP SUM $1,106.09 $ 962.30 $
<br />;RETE WEARING COURSE (3U17A) 5550 (P', SQ. FT. $6.22 $ 34,521.00 $
<br />CONCRETE PILING DELIVERED 12" 309£ LIN. FT. $21.93 $ 67,763.70 2871 $ 62,961.03
<br />CONCf~ETE PILING DRIVEN 12" 309C LIN. FT. $1.13 $ 3,491.70 2871 $ 3,244~23
<br />CONCRETE TEST PILE, 65 FT.LG. 12" 4! EACH $7,356.17 $ 29,424.68 4 $ 29,424.68
<br />CONCF~ETE TEST PILE, 75 FT.LG.12" 2 EACH $8,487.89 $ 16,975.78 2 $ 16,975.78
<br />)HIT SYSTEM (LIGHTING) 1 LUMP SUM $16,091.38 $ 16,091.38 $
<br />~,I(}RETIE. WALK 1242 SF $4.73 $ 5,874.66 $ -
<br />NCI~E'fEWALK 120 - SF $6.86 $ 823.20 $ -
<br />}RETE (;URB AND GUTTER DESIGN 8618 160 LF $26.07 $ 4,171.20 $ -
<br />3RANT CURB & GUTTER DESIGN B6 59 LF $14.36 $ 847.24 $ -
<br />STRIAN CURB RAMP 2 EA $686.25 $ 1,372.50 $
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<br />[i2 l-tYPE MOl
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<br />i_17 ~
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<br />I-olal Bid SchechH~; "A" · Rhinestone Street Bridge
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<br />$ 932,481.88 $ 368,843.30
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