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Halls Cover Acres Street Reconstructions
<br /> I.P.24-02
<br /> Estimate No.1 Partial
<br /> Period Ending June 30,2024
<br /> CONTRACT AMOUNT COMPLETED THIS PERIOD COMPLETED TO DATE
<br /> Item No. M No.
<br /> Item Description Unit Estimated Unit Price Extended Total Quantity Extended Total Quantity Extended Total
<br /> Quantity
<br /> -1 _ 20211.501 MOBIL17ATION----------®_____-_ LS- _-_1.0-,r S 45,000.00 $ 45,000.00 0.5 $ 22,500.00 0.5 $ 22,500.00
<br /> _2_ 2101.502 CLEARING -EA 6 $ 300.00 S 1,800.00 19
<br /> _ __-- --- $ 5,700.00 19 $ 5,700.00
<br /> i3_ 2101_502 GRUBBING ._._.�..___-___-__-__ -EA -_6-- $ 250.00 S 1,500.00 19 $ 4,750.00 19
<br /> _-4- 2104_502 SALVAGE MAIL BOX SUPPORT ._EA -_28_- S,._ 80.00 $ 2,240.00 14 $ 1,120.00 14 S 1,120.00
<br /> _5 2104.503 SAWING PAVEMENT(FULL DEPTH) ---- LF- ^823 S`- 3.00 $ 2,469.00 0 S - 0 S -
<br /> 6 2104.503 REMOVE WATERMAIN --- iLF -15 - $-- 20.00 S 300.00 0 S - 0 S
<br /> 7- 2104_504 REMOVE BITUMINOUS PAVEMENT-------- SY 1022 _ $---3.00 $ 3,066.00 500 $ 1,500.00 500 $ 1,500.00
<br /> -8 2104.504 REMOVE CONCRETE PAVEMENT --------__ SY- -205-- $_ . 10.00 $ 2,050.00 0 - _
<br /> -9_ 2104.504 REMOVE AGGREGATE SURFACING -- -___ -SY- --79__ $_ 5.00 S 395.00 0 $ - 0 S
<br /> 10 21 4.6- 002 LANDSCAPE RESTORATION___---,_.__---_ EA --15-- $_1,000.00 S 15,000.00 0 $ - 0 $ -
<br /> 11--2106.507 EXCAVATION-COMMON(EV) ---___-______CY __834-- $-_ 25.00 S 20,850.00 0 $ - 0 $ _
<br /> 12- 2106_607 HAUL&STOCKPILE RECLAIM MATERIAL(LV)-_----s_CY- - 1495-- $ 12.00` $ 17,940.00 916 $ 10,992.00 916 S 10,992.00
<br /> 13 _2112.519 SUBGRADE PREPARATION-ROADWAY -- -- -RDST -41 $--754.00 $ 30,914.00 0 $ - 0 S -
<br /> 14 2112.604 SUBGRADE PREPARATION _ _SY 609 _S _8.00 S 4,872.00 Q - _
<br /> _15_ 2123.61 STREET SWEEPER(_WITH PICKUP BROOM) __---- HOUR _-24-- $--155.00 S 3,720.00 2 S 310.00 2 S 310.00
<br /> _16_ 2130.523 WATER -____---,.._-_ - MGAL --82 - $-_ 50.00 $ 4,100.00 0 S - 0 S -
<br /> 17- 2211l507 AGGREGATE BASE CLASS 5 MODIFIED(CV)- - -Cy-- - 1789-- $�-3.00 $ 5,367.00 0 $ - 0 $ -
<br /> 18 2211.604 AGGREGATE BASE CLASS 5 SURFACING-DRIVEWAYS SY 97 S 17.00 $ 1,649.00 0 $ - 0 $ -
<br /> 19 2215.504 FULL DEPTH RECLAMATION ----- -SY _ 14351 - S--,1.50 $ 21,526.50 7782 $ 11,673.00 7782 S 11,673.00
<br /> _ 20-_2232.504 MILL BITUMINOUS PAVEMENT 2.0_' SY_ _._55_ S-- 10.00 S 550.00 0 S - 0 $ -
<br /> 21- 2301_6Q4 CONCRETE PAVEMENT DRIVEWAYS 6.0`--_---- --SY- _-225-- $ 106.00 $ 23,850.00 0 $ - 0 S _
<br /> 22-- 2357.506 BITUMINOUS MATERIAL FOR TACK COAT --,- GAL i- 1032- $---4.00� $ 4,128.00 0 $ - 0 $ _
<br /> 23 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,C) TON 1653 $ 87.00 $ 143,811.00 0 $ - 0 S -
<br /> 24- -2360=509 TYPE 5P 9.5 WEARING COURSE MIXTURE(3,C) ----__TON --1218 $-- 90.00 $ 109,620.00 0 $ - 0 $ -
<br /> 25 -2360,509 TYPE SP 9.5 WEARING COURSE MIXTURE(3,C) TON 41 `S 220.00 $ 9,020.00 0 - $ - 0 $ _
<br /> __- DRIVEWAYS- -,-__ ------ - --- - -- -
<br /> 26- 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE(3,C)TRAIL-- TON _71 _ $- 154.00 $ 10,934.00 0 == S 0 $ _
<br /> 27- 2501.502 15"'RC PIPE APRON --^- -__---- EA_ -18 $�750.00 S 13,500.00 1$ $ 13,500.00 18 $ 13,500.00
<br /> 28 2501.502 18"CS PIPE APRON _-_ - ---- EA _- 1 -- $^-600.00 S 600.00 0 S - 0 $ -
<br /> 29- 2503.503 15"RC PIPEiSEWER DESIGN 3006 CLASS III _�-- -LF- - 459-- $__ 58.00 $ 26,622.00 465 S 26,970.00 465 S 26,970.00
<br /> _30 2503'503 18""CMP PIPE SEWER -
<br /> 0
<br /> -LF_ 37-- $_- 65.00 $ 2,405.00 0
<br /> _- _ _ $ S
<br /> 31 2504-602 6"GATE VALVE&BOX---- - -EA 5 $ 2,800.00 $ 14,000.00 3 $ 8,400.00 3 S 8,400.00
<br /> 32- 2504.602 8"GATE VALVE&BOX __EA 2_ $ 3,500.00 S 7,000,00 2 S 7,000.00 2 7,000.00
<br /> 33 2504.602 12""GATE VALVE&BOX __-__-___ __EA 3 _ $ 5,500.00 $ 16,500.00 2
<br /> $ 11,000,00 2 $ 11,000.00
<br /> 34 2504_602 ADJUST VALVE BOX-----.^--_- -- EA _ 10 S--250.00 S 2,500.00 0 $ - 0 $ -
<br /> 35- 2504.602 CONNECT TO EXISTING WATERMAIN -EA __6-_ $-1,500.00 S 3,000.00 1 $ 1,500.00 1 S 1,500.00
<br /> 36 2504_602 HYDRANT(8.5"BURY) -_!--_�-,_ _-EA - 5 -- $-7,000.00 $ 35,000.00 3 $ 21,000.00 3 $ 21,000.00
<br /> 37 2504_602 8"WATERMAIN PLUG ---- -EA - 1 S -100.00 $ 100.00 1 S 100.00 1 $ 100.00
<br /> 38 2504_603 6"WATERMAIN DUCTILE IRON CL 53 --- --LF --64-- $ - 75.00 S 4,800,00 40 $ 3,000.00 40 $ 3,000.00
<br /> 39- 2504.603 8"WATERMAIN PVC(C900) _-----__-- LF- 412 - $ - 42.00 $ 17,304.00 428 S 17,976,00 428 S 17,976.00
<br /> 40- 2504_603 12_"WATERMAIN PVC(C900)-- --_�_!- _LF _- 2165 S-_ 69.00 S 149,385.00 1240 $ 85,560.00 1240 $ 85,560.00
<br /> 41_ _2504.608 WATERMAIN FITTINGS -------___-_.-_ LBS - 1676-- $-- 10.00 $ 16,760.00 780 -- $ 7,800.00 780 $ 7,800.00
<br /> _42 _2521;504 6"CONCRETE WALK ----------� _-SY _ 10-- S -120.00 S 1,200.00 0 S - 0 S -
<br /> 43 2521.602 DRILL&GROUT REINF BAR(EPDXY COATED) _- -EA 4 $ 30.00 $ 120.00 0 $ - 0
<br /> 44 2531.618 TRUNCATED DOMES ----_-------- - SF_ _ 21 -- $-_ 75.00 $ 1,575.00 0 S - 0 S -
<br /> 45 2540_602 TEMPORARY MAILBOX CLUSTER- -- - EA -- 2 -- $- 450.00 $ 900.00 2 $ 900.00 2 $ 900.00
<br /> 46- RA
<br /> 2540.602 INSTALL MAIL BOX SUPPORT-------- -- EA A 28-- $_-100'00 S 2,800.00 0 S - Q $ -
<br /> - 47- 2563.601 TFFIC CONTROL -___.-- -LS --I_-- $ 10,000.00 $ 1Q,000.00 0.5 S 5,000.00 0.5 $ 5,000.00
<br /> 48 �2572.503 TEMPORARY TREE PROTECTION FENCE ------_ �LF- 20_-. $ 5.00 $ 100.00 20 $ 100.00 20 S 100.00
<br /> 49_ 2573.602 STABILIZED CONSTRUCTION EXIT -EA - 4 $ _550.00 $ 2,200.00 2 $ 1,100.00 2 S 1,100.00
<br /> 50i 2573.502 STORM DRAIN INLET PROTECTION -----_--- EA _ 2 _ $--240.00 $ 480.00 2 $ 480.00 2 $ 480.00
<br /> 51 2573.503 SEDIMENT CONTROL LOG TYPE STRAW ---^^^- LF -575 $ 3.00 S 1,725.00 315 S 945.00 315 $ 945.00
<br /> 52- 2573.503 SILT FENCE;TYPE MS�---___r____-.-- -LF- _ 2921 - $�-1.50 $ 4,381.50 1913 $ 2,869.50 1913 S 2,869.50
<br /> 53 2574.507 TOPSOIL(LV)-_---__�.____--_-_ _CY - 1394-_ -_-5.00� $ 6,970.00 0 S - 0 $ -
<br /> 54- 2574.508 FERTILIZER TYPE 3 ._._.._.---------.--- LBS --398 $ -1,00 $ 398.00 -`0 $ - Q $ _
<br /> 55- 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 -----.-SY - 2234-- $-_ 1.99 S 4,445.66 0 $ - 0 $ -
<br /> 56 2575.505 SEEDING__- -_--____..-______ACRE --1.99-- $�265.00 S 527.35 0 S - 0.00 $ -
<br /> 57- 2575.508 HYDRAULIC MULCH MATRIX ----_- _LEIS 6100 $ _1.45 S 8,845.00 0 S - 0 $
<br /> 5$ 2575.508 SEED MIXTURE 25-141 _LBS 24 $ 15.00 S 360.00 0 $ - 0 _
<br /> 59 2575.508 SEED MIXTUREE225-1151 -----_--`- LBS _322- S--_5.00 $ 1,610.00 0 $ - 0 $ _
<br /> 6t]- 25$2.503 4" UB DOLE SOLID LINE PAINT-(EPDXY) $_- 3.00 S 48.00 0 $ - 0 $ -
<br /> 61 2582.503 4"SOLID LINE PAINT(EPDXY)- - LF 43 S 2.00 S 86.00 0 $ - 0 S -
<br /> BASE CONSTRUCTION TOTAL $ 844 919.01 $ 273 745.50 $ 273 745.50
<br /> CHANGE ORDER No.1 CONTRACT AMOUNT COMPLETED THIS PERIOD COMPLETED TO DATE
<br /> MnDOT Estimated
<br /> Item No. No. I
<br /> Item Description Unit Quantity Unit Price Extended Total Quantity Extended Total Quantity Extended Total
<br /> 62 2504.602 1"CORPORATION STOP EA 1 $ 859.00 $ 8%00 0 $ - 0 $ -
<br /> 63 2504.602 1"CURB STOP AND BOX EA 1 S 750.00 $ 750.00 0 $ - 0 $ _
<br /> 64 2504.603 1"COPPER PIPE TYPE K LF 23 S 28.00 $ 644.00 0 $ - 0 $ -
<br /> CHANGE ORDER No.1 TOTAL $ 2,253.00 $ _ $ _
<br /> GRAND TOTALS $ 847,172.01 $ 273,745.50 $ 273,745.50
<br /> Infernal City Use Only
<br /> Pavement Management Funds(0.55 Mob) $ 42,635.80 $ 42,635.60
<br /> Storm Sewer Utility Funds(0.05 Mob) $ 42,540.00 $ 42,540.00
<br /> Water Utility Funds(0.40 Mob) $ 188,569.70 $ 188,569.70
<br /> Total Funds Fs 273,745.50 1 $ 273,745.50
<br /> Pay Estimate Page 2 of 2
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