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No.Item <br />Pari C - Slorin Sewer <br />Uull <br />C4inlxacl <br />Ouaiitily <br />tinil <br />Pi ice <br />Oiianlily <br />'I'u Dale <br />Amount <br />*lb Date <br />27 12" RCP. Class V iu place LV 160 15.00 261 3,915.00 <br />28 18" RCP, Clxss 111 in place LI-370 17.00 3S0 6.460.00 <br />29 21" RCP. Class 111 in place U-75 20.00 70 1.400.C-0 <br />30 Sid. CHMIl w/3067Vc;islmg l-A 3 988.00 3 2.964.00 <br />31 SliL catch basiu w/3067V ca.sting VA Am 856.00 3 22*68.00 <br />32 2r RCP flared end w/trasbguard Uj\1 650.00 1 650.00 <br />33 12" RO’ flared end w/lrasliguard l£A 1 480.00 1 480.00 <br />34 Riprap in place CY 3 40.00 <br />35 lypc 1 filer blanket SY 2 10.00 <br />36 Sillation/crusiou coulrul fence. <br />Mirafi "Cuvirofence"IJ-250 1.80 50 90.00 <br />37 Improved pipe foundation per 6** <br />depth increment in place LF 300 0.80 200 160.00 <br />38 Mcchauical treuch compaction LF 510 0.20 641 n.8'*n <br />'l otal Part C - Storm Sewer $18,815.20 <br />Part D - Street <br />39 Common excavation CY 52*00 1.25 6.228 7,785.00 <br />40 Granular borrow CY 2,000 7.25 2.726 19,763.50 <br />41 CUiss 3 aggregate base TN 2.400 5.70 1.68*133 92*77.88 <br />42 Cheek 5 100% cru:ihed quarry liiiieslone <br />•tg8f‘'*g*'^te !)ase TN 1.750 9.50 2.226.31 21,149.95 <br />43 Type 31 b;ixe course mixture TN 550 16.80 592.14 9.947.95 <br />44 ryjHJ 41 wear course niuture TN 275 20.00 333.7 6.674.00 <br />45 AC-1 bit. material for mixture TN 47 135.00 51.5 6,952.50 <br />46 nit. material for lack coal GL 300 1.80 300 540.00 <br />47 2341 bit. material for patching TN 20 64.00 12.83 821.12 <br />48 Ht)l8 concrete curb & gutter U-1.460 5.60 1.411 7.901.60 <br />49 Rcinloreing for curb U-200 0.75 200 150.00 <br />50 Sod with topsoil SY 4.000 1.50 <br />51 Seediug AC 1 900.00 <br />52 Geo lex tile fabric SY 32*00 1.20 3,175 3.810.00 <br />53 4“ subdr.III! iK*r detail LI-800 5..S0 8(H)4,6411.00- <br />'I’otal Part D - Street S99.7I3..50 <br />13951 RIP RP-2