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Martial Pay Estimate No. 5 <br />2009 PAVEMENT MANAGEMENT PROGRAM <br />CITY OF ARDEN HILLS, MINNESOTA <br />BMI PROJECT NO.: T16.10032 <br />IAI^nv d-eNAeno r-,rr^rn l,-i ir-,olu „-%i i e►rl,-z^r <br />M <br />FNO. <br />ITEM <br />UNIT <br />PRICE <br />AS BID <br />PREVIOUS ESTIMATE <br />COMPLETED TO DATE <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />AMOUNT <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />AMOUNT <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />AMOUNT <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />MOBILIZATION <br />CLEAR AND GRUB TREE <br />TREE - 2.5" CAL, B&B <br />REMOVE EXISTING CONCRETE CURB AND GUTTER <br />REMOVE CONCRETE PAVEMENT <br />REMOVE BITUMINOUS PAVEMENT - ROADWAY AND CURBING <br />REMOVE BITUMINOUS PAVEMENT- DRIVEWAY <br />REMOVE DRAINAGE STRUCTURE <br />REMOVE STORM SEWER PIPE <br />REMOVE HYDRANT <br />REMOVE VALVE <br />SALVAGE AND REINSTALL BRICK PAVERS <br />ISALVAGE AND REINSTALL SPLIT RAIL FENCE <br />COMMON EXCAVATION <br />SUBGRADE EXCAVATION <br />SELECT GRANULAR BORROW <br />GEOTEXTILE FABRIC - WOVEN TYPE 5 <br />TOPSOIL BORROW <br />1 EXPLORATORY EXCAVATION <br />DITCH CLEANING AND REGRADING <br />AGGREGATE BASE CLASS 5 <br />BITUMINOUS WEAR COURSE- 3" DRIVEWAYS LV4 <br />BITUMINOUS WEAR COURSE- STREETS LV4 <br />1 BITUMINOUS NON -WEAR COURSE- STREETS LV3 <br />IBITUMINOUS MATERIAL FOR TACK COAT <br />4" PERFORATED P.E. EDGE DRAIN <br />4" PVC PIPE DRAIN CLEAN -OUT <br />P,E. YARD DRAIN <br />12" RC PIPE SEWER CL V DESIGN 3006 STORM <br />15" RC PIPE SEINER CL V DESIGN 3006(STORM).$31.78 <br />18" RC PIPE SEWER CL V DESIGN 3006 STORM <br />21" RC PIPE SEINER CL III DESIGN 3006 STORM <br />12" RC PIPE APRON Wl TRASH GUARD <br />15" RC PIPE APRON W1 TRASH GUARD <br />21" RC PIPE APRON W/ TRASH GUARD <br />CONNECT TO EXISTING STORM STRUCTURE <br />CONNECT TO EXISTING STORM SEWER PIPE <br />CONNECT TO EXISTING SANITARY SEWER PIPE <br />CONNECT TO EXISTING SANITARY SEWER SERVICE PIPE <br />CONNECT TO EXISTING SANITARY SEWER MANHOLE <br />4" SANITARY PVC SEINER PIPE <br />8" SANITARY PVC SEWER PIPE <br />10" SANITARY PVC SEWER PIPE <br />10"X4" PVC WYE <br />HYDRANT <br />LOWER HYDRANT <br />$46 071.43 <br />$311.00 <br />$441.00 <br />$3.00 <br />$2.20 <br />$0.72 <br />$2.13 <br />$279.00 <br />$10,00 <br />$311.00 <br />$249.00 <br />$4.45 <br />$23.00 <br />$6.49 <br />$4.87 <br />4.55 <br />$0.85 <br />$8.90 <br />$363.00 <br />$170.00 <br />$7.50 <br />$18.42 <br />$59,24 <br />$51.07 <br />$2.04 <br />$6.84 <br />$103.00 <br />$155.00 <br />$30.35 <br />$44.61 <br />$57.43 <br />$598.57 <br />$679.26 <br />$975.48 <br />$541.37 <br />$367.72 <br />$960.16 <br />$633.30 <br />$1 082.73 <br />$51.07 <br />$115.98 <br />$119.05 <br />$245.15 <br />$2,982.61 <br />$1,021.45 <br />1.00 <br />12 <br />12 <br />57 <br />1,014 <br />23 320 <br />700 <br />27 <br />707 <br />3 <br />3 <br />150 <br />50 <br />11 392 <br />1,901 <br />1,901 <br />12.303 <br />B 384 <br />45 <br />40 <br />8,576 <br />647 <br />2,328 <br />2,328 <br />1,414 <br />2,293 <br />12 <br />2 <br />788 <br />97 <br />30 <br />26 <br />4 <br />2 <br />1 <br />3 <br />13 <br />9 <br />2 <br />1 <br />12 <br />29 <br />65 <br />2 <br />3 <br />2 <br />LUMP SUM $46,071.43 <br />EACH $3 732.00 <br />EACH $6,292.00 <br />LIN FT $171.00 <br />SO YD $2 230.80 <br />SQ YD $16 790.40 <br />SQ YD $1 491,00 <br />EACH $7 533.00 <br />LIN FT $7 070.00 <br />EACH $933.00 <br />EACH $747.00 <br />SQ FT $667.50 <br />i LIN FT $1 150.00 <br />CU YD $73 934.w <br />CU YD $9 257,87 <br />CU YD $8 6i49.55 <br />SQ YD $10 457.55 <br />CU YD $56817.60 <br />HOUR $16 335,00 <br />HOUR $6 800.00 <br />CU YID $64,320.00 <br />SQ YD $11,917.74 <br />TON $137 910.72 <br />TON $118,890.96 <br />GAL $2,884.561 <br />LIN FT $15,684.12 <br />EACH $1,236.00 <br />EACH $310.00 <br />LIN FT $23 915.80 <br />LIN FT $3 082.66 <br />LIN FT $1,338.30 <br />LIN FT $1 493.18 <br />EACH $2 394.28 <br />EACH $1 358.52 <br />EACH $975,48 <br />EACH $1,624.11 <br />EACH $4 780.36 <br />EACH $8 641.44 <br />EACH $# 266.60 <br />EACH $1 082,73 <br />LIN FT $612.84 <br />LIN FT $3 363.42 <br />LIN FT $7,738.25 <br />EACH $490.30 <br />EACH $8,947.83 <br />LIN FT $1,532.18L-= <br />0.45 LUMP SUM <br />12 EACH <br />EACH <br />03 LIN FT <br />383 SQ YD <br />23320 SQ YD <br />614 SQ YD <br />31 EACH <br />729 LIN FT <br />.1 EACH <br />1 EACH <br />99 SO FT <br />25 LIN FT <br />7875 CU YO <br />441 CU YD <br />439 CU YD <br />258 SQ YD <br />376 CU YD <br />HOUR <br />HOUR <br />6183 CU YD <br />237 SQ YD <br />TON <br />749 TON <br />GAL <br />1682 LIN FT <br />EACH <br />2 EACH <br />827 LIN FT <br />101 LIN FT <br />48 LIN FT <br />16 LIN FT <br />3 EACH <br />4 EACH <br />1 EACH <br />4 EACH <br />16 EACH <br />11 EACH <br />2 EACH <br />1 EACH <br />4 I IN FT <br />22 LIN FT <br />76 LIN FT <br />2 EACH <br />1 EACH <br />LIN FT <br />$20 732.14 <br />$3 732.00 <br />$189.00 <br />$842.60 <br />$16,790.40 <br />$1 307.82 <br />$8 649.00 <br />$7 290.00 <br />$311.00 <br />$249.00 <br />$440.55 <br />$575.00 <br />$51 108.75 <br />$2,147.67 <br />$1 997.45 <br />$219.30 <br />$3 346.40 <br />$46 372.50 <br />$4 365,54 <br />$38 251.43 <br />$11,504,88 <br />$310.00 <br />$25 099.45 <br />$3 209.78 <br />$2 141.28 <br />$918.88 <br />$1 795,71 <br />$2 717.04 <br />$976,48 <br />$2,165.48 <br />$5 883.52 <br />$1 a 561.76 <br />$1 266.60 <br />$1 082.73 <br />$204.28 <br />$2 551.56 <br />$9,047.80 <br />$490,30 <br />$2 982.61 <br />I <br />0.55 LUMP SUM <br />$25 339.29 <br />18 EACH <br />EACH <br />63 LIN FT <br />566 $O YD <br />23320 SQ YD <br />892 SQ YD <br />32 EACH <br />729 LIN FT <br />1 EACH <br />1 EACH <br />99 Sty FT <br />25 LIN FT <br />9694 CU YD <br />677 CU YD <br />677 CU YD <br />1204 SQ YD <br />801 CU YD <br />HOUR <br />HOUR <br />6183 CU YD <br />487 SQ YQ <br />TON <br />1715 TON <br />GAL <br />1682 LIN FT <br />EACH <br />3 EACH <br />827 LIN FT <br />101 LIN FT <br />48 LIN FT <br />16 LIN FT <br />3 EACH <br />4 EACH <br />1 EACH <br />4 EACH <br />16 EACH <br />11 EACH <br />2 EACH <br />1 EACH <br />4 LIN FT <br />22 LIN FT <br />76 LIN FT <br />2 EACH <br />1 EACH <br />LIN FT <br />$5 598.00 <br />$189.00' <br />$1 245.20 <br />$18 790.40 <br />$1 899.96'. <br />$8,928.00 <br />$7 290.00 <br />$311.00 <br />$249.00 <br />$440,55 <br />$575,00 <br />$62 914.06 <br />$3 296,99 <br />$3 080.35 <br />$1 023,40 <br />$7 128.90 <br />$46,372.50 <br />$$ 970.54 <br />$87 036.12 <br />$11 504.88 <br />$465.00 <br />$25 099.45 <br />$3 209,78 <br />$2 141.28 <br />$918.88 <br />$1 795.71 <br />$2 717.04 <br />$975.48 <br />$2 165.48 <br />$5 883.52 <br />$10 561,76 <br />$1 266.60 <br />$1 082.73 <br />$204.28 <br />$2 551,56 <br />$9 047,80 <br />$490.30 <br />$2 982.61 <br />.... ........ ....... .._ .................................................................... :............ . . <br />... ... �: . w« :.I.:.w... w... .- . . .w. . .». w.... . s:1;. ... ifi.�: ...- • . •. ilw...•. iF: •:3.. %; <br />