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55 24"SD(CLASS V) LF 53 ce,- 2-°1.15.-- <br /> 56 30'SD LF 335 5s.- 1121-115.-- <br /> 57 30"SD(CLASS IV) LF 363 -IG,_ 'J.'V2-1-5-,- <br /> 58 30"SD(CLASS V) LF 250 %G.. 20.25c/5p <br /> 59 36"SD LF 780 (os._ SD-loo.- <br /> 80 36"SD(CLASS IV) LF 91 Uo-- 10010 - <br /> 61 42"SD LF 750 '-15•- , S b 25O.- <br /> 62 42"SD(CLASS IV) LF 888 120.- 1.010 5100. <br /> 63 48'SD LF 128 125.^ IA.000 - <br /> 64 48"SD(CLASS IV) LF 142 1 t.,0.- a2,-1 t0:- <br /> 65 48"SD(CLASS V) LF 704 i 35.- 4.5t t%Q - <br /> 66 48"SD(CIP) LF 2,141 90.- tg2tego.- <br /> B7 CONNECT/MODIFY EX.STORM STRUCTURE IN GOLF POND LS 1_ (4G9D.-- LntPD. <br /> STORM DRAIN IMPROVEMENTS ITEMS ICI THROUGH IC67 $ , I42, I.(-'vi. - Bid Amount <br /> (numerals) <br /> D.DITCHES AND SWALES <br /> ITEM NO. DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT <br /> 1 BIOSWALE 2'BOTTOMw/4"PERF.PIPE LF 5,160 I2.,- IAA 2,0.-- <br /> 2 BIO-SWALE 2'BOTTOM w/6"PERF.PIPE LF 7,898 (s.- I 02614 <br /> 3 BIOSWALE 2'BOTTOM w/8"PERF.PIPE LF 888 IQ,.- 15-494.- <br /> 4 BIOSWALE 5 BOTTOM w/4"PERF.PIPE LF 493 .2I,. ,0553,- <br /> 5 HMP 1 FLOWLINEw/4"PERF.PIPE LF 404 3s,_ ltt AO.- <br /> 6 SOUTHERN CONVEYANCE FACILITY FLOW LINE w/8"PERF.PIPE LF 2,563. 3s.- 84 105; <br /> 7 CONCRETE V-DITCH LF 245 35.• TSi 5-.- <br /> 8 CLEANOUT TO GRADE EA 70 2-00.- _ t4'boa- <br /> DITCHES AND SWALES BID ITEMS IDI THROUGH 11)9 $ 3n 'b A. - Bid Amount <br /> (numerals) <br /> • <br /> E.SANITARY SEWER <br /> ITEM NO. DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT <br /> 1 SANITARY SEWER PUMP STATION LS 1 -100000-- -'LOpOoO.-- <br /> 2 SSMH FORCE MAIN ARV W/HOUSING (B/PS-9) EA 2 (4.:,1X)- t3000 <br /> 3 SANITARY SEWER FORCE MAIN ARV(D/PS-9) EA 1 SSW:- <br /> 4 TRACER WIRE CONNECTION(F/PS-9) EA 24 w0.- atoo.- <br /> 5 SSMH PVC LINED EA 5 qpw.- Lkppp,-- <br /> 6 8"SS(SDR-26) LF 44 IW- 5i20 <br /> 7 8"SSFM(PVC C900 DR 18) LF 6,315 3 ® 221,o2c,- <br /> 8 8"SSFM(DIP) LF 230 -15.- Cl 2-5o.- <br /> 9 8"SS(SDR 35) LF 978 `(s._ 4440t0 <br /> 10 6"SS(SDR 35) LF 30 5D.- 1 Soc.-- <br /> SANITARY SEWER BID ITEMS 1E1 THROUGH 1E10 $ \, We CJ, 00 6 .—Bid Amount <br /> (numerals) <br /> F. WATER <br /> ITEM NO. DESCRIPTION UNITS QUANTITY UNIT PRICE AMOUNT <br /> 1 r W(PVC C900 DR-18) LF 66 -(6j,r t}ptct, <br /> 2 8"W(DIP) LF 220 (0 j,, µ414D..- <br /> 3 8"W(PVC C900 CLASS 200) LF 562 t46,.- a57.40).- <br /> 12"W(DIP) LF 27 lc.- a.08c".-- <br /> 5 12'W(PVC C900 DR-18) LF 359 (05,- 19)3%5. <br /> 6 12"W(PVC C900 CLASS 200) LF 9,598 - S7 5` 9 <br /> 7 8"RW(PVC C900 DR-18) LF 83 6:1,- 4514,-- <br /> 8 NOT USED 1 <br /> 9 18"RW(DIP) LF 55 SO, ,Nq5b ,-- <br /> 10 18"RW(PVC C905 DR 18) LF 8,855 -5.- tito-t 12-s'- <br /> EL CHARRO SPECIFIC PLAN-PHASE 1 BID FORM <br /> 2007-20-4/22 SECTION 00410-PAGE 3 <br />