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PAY ESTIMATE #7 (FINAL)
<br />Rhinestone Street Bridge Project
<br />S.A.P. 199.109-02
<br />CITY OF RAMSEY
<br />December 1, 2006
<br />Honorable Mayor & City Council
<br />City of Ramsey
<br />15153 Nowthen Bivd. NW
<br />Ramsey, MN 55303-6197
<br />RE: Rhinestone Street Bridge -S.A.P. 199-109-02
<br />Contractor. Redstone COnstrUCtlOn
<br />Contract Amount: $995,791.82'
<br />Award Date: October 13, 2004
<br />Completion Date: August 15, 2005
<br />Dear Council Members:
<br />The following work has been completed on the above-referenced project by Redstone Construction
<br />BID SCHEDULE "A" S.A_P_ 199.109-02 - RHINESTONE STREET 6RI~GE Redefene CnnHnicffnn
<br />Engineer
<br />
<br />Item
<br />Description
<br />Estimated Quanta
<br />Unit Price
<br />Contract Price se o
<br />Date
<br />Extension
<br />1 MOBILIZATION 1 LS $53,310.91 $ 53,310.91 1 $ 53,310.91
<br />2 COMMON EXCAVATION 1040 CY $6.77 $ 7,040.80 loco S 7,04060
<br />3 SELECT GRANULAR MATERIAL 10% CV) 1430 CY $15.48 $ 22,136.40 1430 $ 22,136.40
<br />4 SELECT GRANULAR BORROW CV) 150 CY $14.16 $ 2,24.00 150 $ 2,124.00
<br />5 AGGREGATE BASE (CV) CLASS 5 MOD) 128 CY $33.27 $ 4,258.56 123.2 $ 4 098.86
<br />6 CONCRETE PAVEMENT STD. VNDTH 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 $i8 875.79 $ 32,843.87 1.74 $ 32,843.87
<br />9 STRUCTURAL CONCRETE (1A43 197 (P) CU. YD. $241.38 $ 47,551.86 197 $ 47,551.86
<br />10 STRUCTURAL CONCRETE (3Y43 385 (P) CU. YD. $384.59 $ 148,067.15 385 $ 148,067.15
<br />11 STRUCTURAL CONCRETE (3Y36 386 P) CU. YD. $291.93 $ 112,684.98 386 $ 112 684.98
<br />12 TYPE MODIFIED P-2 RAILING CONCRETE (3Y46) 249 (P) LIN. FT. $84.14 $ 20,950.86 249 $ 20,950.86
<br />13 SIDEWALK CONCRETE 3Y46) 1475 (P) SO. FT. $6.22 $ 9,174.50 1475 $ 9,174.50
<br />14 REINFORCEMENT BARS 13165 (P) POUND $0.90 $ 11,848.50 13165 $ 11,848.50
<br />15 REINFORCEMENT BARS (EPOXY COATED 139900 P} POUND $0.88 $ 123,112.00 139800 $ 123 112.00
<br />16 STRUCTURE EXCAVATION 0.94 LUMP SUM $11,119.18 $ 10,452.03 0.94 $ 10,452.03
<br />17 FOUNDATION PREPARATION 1 LUMP SUM $36,131.95 $ 36,131.95 1 $ 36,131.95
<br />18 ORNAMENTAL METAL RAILING TYPE SPECIAL 311 (P) LIN. FT. $166.69 $ 51,840.59 311 $ 51,840.59
<br />19 STRUCTURAL TUBE RAILING DESIGN T 1 224 (P) LIN. FT. $92.72 $ 20,769.28 224 $ 20,769.28
<br />20 EXPANSION JOINT DEVICES TYPE 4 110 LIN. FT: $116.57 $ 12,822.70 114.2 $ 13,312.29
<br />21 BEARING ASSEMBLY 12 EACH $683.02 $ 10,596.24 12 $ 10,596.24
<br />22 DRAINAGE SYSTEM TYP (8910} 0.87 LUMP SUM $1,106.09 $ 962.30 0.87 $ 962.30
<br />23 CONCRETE WEARING COURSE {3U17A) 5550 (P) SO. FT. $6.22 $ 34,521.00 5550 $ 34,521.00
<br />24 C.I.P. CONCRETE PILING DELIVERED 1Y 3090 LIN. FT. $21,93 $ 67,763.70 3026.5 $ ~ 66,371.15
<br />25 C.I.P. CONCRETE PILING DRIVEN 12' 3090 LIN. FT. $1.13 $ 3,491.70 2871 $ 3,244.23
<br />26 C.I.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 $ 16,091.38 1 $ 16,091,38
<br />29 4' CONCRETE WALK 1242 SF $4,73 $ _ 5,874.66 1120 $ 5,297,60
<br />30 6" CONCRETE WALK 120 SF $6.86 $ 823.20 0 $
<br />31 CONCRETE CURB AND GUTTER DESIGN 6618 160 LF $26.07 $ 4,171.20 160 $ 4,171.20
<br />32 INTEGRANT CURB 8< GUTTER DESIGN B6 S9 LF $14.36 $ 847.24 53.5 $ 768.26
<br />33 PEDESTRIAN CURB RAMP 2 EA $686.25 $ 1,372.50 0 $
<br />Total Bid Schedule "A" -Rhinestone Street Bridge
<br />$ 932,461.88 $ 926,905.22
<br />' Revised Per Change Order No. 2
<br />-7 9-
<br />RA3173PEPay Estimate;r7 PE - 1
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