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?ROM c::y c? fiymouth <br />No. <br />1 <br />2 <br />3 <br />4. <br />5 <br />S <br />7 <br />S <br />9 <br />to <br />11 <br />12 <br />13 <br />U <br />IS <br />15 <br />17 <br />13 <br />IS <br />23 <br />^ • <br />22 <br />23 <br />2 ‘J <br />2-' <br />25 <br />2S <br />S3 <br />30 <br />31 <br />m mm <br />^3 <br />24 <br />■5~ <br />55 <br />■3T« <br />33 <br />jS <br />43 <br />*« 1 <br />0 -* <br />^2 <br />Si <br />• 1 <br />i5 <br />*•' <br />4J <br />4? <br />S'^ <br />• V <br />Item <br />Part 1 - Water Main (Non-Participating) <br />150 mm DIP. Cl 52. 2.3 m cover in pi. <br />150 mm gate valve and box <br />4C0 mm X 150 mm w«tta? <br />OucOIairon flctincs <br />150 mm mcgalug <br />Ccnnactto existjna 150 mm water mam <br />Salvage and reinstall hydrant and gate valve <br />Imcrovad pipe foundation per 150 mm Incr <br />Mecnanical trench compaction <br />Total Part 1 - Water Main (Ncn-Participanng) <br />Part 2 - Storm Sewer <br />SCO mm RC pipe apron w/irash guard <br />373 mm RC pioe apron w.nrash guard <br />600 mm RC pipe apron w/trash guard <br />920 mm span RC pipe-arch apfcn w/traeh guard <br />550 mm span RC pipe-arcn sswer, Claee 4A <br />520 mm span RC pipe-a'ch sewer. Claes 3A <br />300 mm RC pipe sawer Des 3CC6 Cl V <br />37S mm RC pipe sev^er Des 30C6 Cl V <br />450 mm RC pipe server Des 3C02 Cl V <br />525 mm RC pipe sewer Des 3006 Class III <br />600 mm RC pipe sev/er Des 3CC6 Class ill <br />Construct catch basin. Des ST-2 <br />Conetruct CBV.H. Des. ST-5 (1200 mm dia) <br />Construct sump CBMH, Des ST-9 (1200 mm <br />dia) <br />Construct sump CBMH, Des. ST-9 (1 =00 mm <br />dia) <br />Construct STMH, Des ST-1 (1200 mm dia) <br />CO“Struct aump STMH. Des ST-10 (1500 ftim <br />dia) <br />Connect lOO mm HD?£ p'pe tc structure <br />Class III randcm riprap <br />Improved pipe roundation per ISO mm incr <br />Total Pa.T 2 - Storm Sewer <br />Part 3 - Street <br />Mobilization <br />^lear and Grub <br />Remove concrete curb end gw-tter <br />Re.move pips culvert <br />Remove bituminous pavament <br />Sa'.ving fc'tumir.ous pavement <br />Common excavat or! <br />Granular borrow <br />Tspscl barrew (LV) <br />Salvage tapscii (CV) <br />Gaotexnie fatnc. Type V <br />Aggregate base. Class 5. 13 crushed quam/ <br />rozK * street <br />Agg'cgate base. Class 3. iCOVe c'usned quarry <br />fCC'< - scw'< <br />Tycs 41 wearing course mature • S!d«war< <br />T>s« 41 y/2a*:ns ccursf iT'.xtu'a - street <br />Type 31 bitum.flcus t3S« ccurse <br />s turniP.cus drveway restarsten <br />Bturmeus m.ateral fc' tac< coat <br />Modular biccK retaining wal <br />Ccurseflite' eggragate frr wji (Cv; <br />375 m.-n CM pipe apron <br />»I4 <br />(YiiD)lO. 2T’d? 15:2!'cT. iu-XC.::: .1-^ w • • <br />Unit <br />m <br />EA <br />EA <br />kg <br />EA <br />EA <br />EA <br />m <br />m <br />EA <br />EA <br />EA <br />EA <br />m <br />m <br />m <br />m <br />m <br />m <br />m <br />EA <br />EA <br />EA <br />EA <br />EA <br />EA <br />m3 <br />m <br />LS <br />Tree <br />n <br />m <br />m2 <br />m <br />m3 <br />m3 <br />m3 <br />m3 <br />m2 <br />I <br />m2 <br />L <br />m2 <br />m3 <br />EA <br />Contract <br />Quantity <br />Unit <br />Price <br />Quantity <br />to Date <br />Amount <br />to Date <br />1 4540* 25 0.5 <br />70 130 137 <br />143 10 S3 <br />120 15 52.6 <br />15050 1.5 16Q50 <br />100 10 68 <br />13500 8 134C0 <br />3000 ^2.1 25C: <br />3380 0 01 <br />200 d <br />192C0 1 33 i50c: <br />18540 10 3=121CC <br />*610 13 0^1403.96 <br />490 37 523 3= <br />2000 29 <br />2CC0 27 1932 5" <br />13=0 14.25 ■930 <br />30C0 03 <br />3C0 1 = 9 334 3 <br />2C0 13 334 ? <br />10 125 <br />19 59 32.6 $1,923 4C <br />2 505 4 SZ.C24IOO <br />1 1610 2 $3 220 v3 <br />'.30 3 100 3300 00 <br />16 20 15 $320.00 <br />1 100 1 S100.CO <br />1 1450 2 S2 30C.C3 <br />19 10 18.4 31S4 00 <br />19 3 32.6 S97 50 <br />$11,059.10 <br />7 690 6 S4.140.C3 <br />3 800 2 St.SOOCO <br />3 1250 J 32,75: 00 <br />, 1 1515 1 £1.51500 <br />9 126 e d S1.C53.43 <br />100 210 98.2 £20.622 CO <br />76 56 73 3 S4.272 so <br />670 60.75 C MIt.S23.264.S5 <br />14 73 19 6 31,430 SO <br />597 ?7 598.2 $45.051.40 <br />45 90 41.3 30,762.03 <br />7 1027 7 57,iaS.C0 <br />12 1513 to SI 5.150.30 <br />14 1518 14 S21.252.00 <br />2 2110 4 S9.443.00 <br />3 1569 3 35,CG4.Ca <br />1 1513 1 S1.612C0 <br />•» A 25 25 3700 00 <br />24 64 24 $1 =35.00 <br />200 6.5 646 Sf 4=9 CO <br />St 57.773,93 <br />S22 704 13 <br />524.663.00 <br />S550.00 <br />$933 00 <br />522,575 CO <br />S3*: CO <br />$t:7.2o:co <br />333.2=: 00 <br />5000 <br />33.ee <br />= :5.:4:.CC <br />$•3" 33: 00 <br />515 34's 76 <br />$• 5,353 Sf <br />5- <br />Sz2.0^* 2' <br />S i jsr <br />55-5:": <br />343 3. <br />52:: 2-