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;vV. <br />Pi*^ <br />r-, / ‘ J* » *'' <br />lltai <br />53 4* subdrain per detail <br />Total Part D - Street <br />54 Casing for 8* DIP <br />55 Casing for 12* DIP <br />Total Addendum No. 1 <br />si • <br />m <br />phflngg Qfdgf Nq. t <br />6* DIP, Class S2 water main <br />8” DIP, Class 52 water main <br />12* LIP, Class 52 water main <br />16* DIP, Class 52 water main <br />6* resilient wedge GV and box <br />8* resilient wedge GV and box <br />12* butterfly valve and box <br />16* butterfly valve and box <br />y valve hydrant <br />Connect to exist, water line (wet tap) <br />Cl. fittings <br />Mechanical trench compaction <br />Improved pipe foundation per 6* <br />depth increments in place <br />Casing for 12* DIP <br />Total Change Order No. 1 <br />ChBDgCaQcdficJblfLi^ <br />e ; V ‘10 Clau S 100% crushed quarry <br />l:Bifitonr aggregate base <br />Total Change Order No. 2 <br />' V- <br />... <br />«W'fe <br />pnjuT <br />ip?;"’'’ ■ <br />UfUl <br />LF <br />LF <br />Too <br />RP3 <br />Coolrucl <br />Qa^iililj <br />800 <br />45 <br />60 <br />250 <br />Untt <br />Prtc* <br />5.80 <br />Ik 00 <br />118.00 <br />Qiualtiy <br />T« IKii* <br />800 <br />9J0 241.76 <br />T» Dal* <br />A64aoa <br />$71,029.60 <br />5310.00 <br />$5310.00 <br />LF 50 15.60 43 670.80 <br />LF (35)15.60 <br />LF 410 20.85 410 8348 JO <br />LF 250 28.00 250 7,000.00 <br />EA •#»340.00 2 680.00 <br />EA (1)440.00 <br />EA 795.00 2 1390.00 <br />EA A*1,660.00 2 3320.00 <br />EA *-1 1,100.00 2 2200.00 <br />EA (1)1,440.00 <br />LB 2,000 0.85 2000 l,700i)0 <br />LF 670 0.20 703 14030 <br />LF 130 0.80 150 120i» <br />LF (00)118.00 <br />$25,969.90 <br />2396J2 <br />$2396.72 <br />1 •% <br />■i <br />'JiEu.