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IP 18-00 STANHOPE TERRACE STREET RECONSTRUCTION <br />PAY ESTIMATE <br />PAY ESTIMATE NO. 2 <br />BASE BID $ 303,756.46 <br />TOTAL BID $ 303,756.46 <br />CONTRACT AMOUNT <br />ITEM MNDOT TOTAL <br />ITEM DESCRIPTION UNIT ESTIMATE UNIT PRICE EXTENSION <br />No. No. <br />QUANTITY <br />1 21)2151(1 MOBILIZATION LS S 5,87683 $ 5,87683 <br />2 2104 5111 REMOVE CONCRETE CURB AND GUTTER LP 313 $ 5 79 S 1,812 27 <br />3 2104 5113 REMOVE CONCRETE PAVEMENT SF 674 0 1.65 $ 1,112 10 <br />4 211)4 505 REMOVE BITUMINOUS PAVEMENT SY 208 S 9.63 S 2,003 04 <br />21(14 505 REMOVE CONCRETE VALLEY GUTTER SY 155 S 733 $ 1,136 15 <br />21(14 511 SAWING CONCRETE PAVEMENT - FULL DEPTII LF 350 S 4 11 $ 1.43850 <br />7 2104 513 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LF 216 S 214 S 46224 <br />8 2104 523 SALVAGE MAIL BOX SUPPORT EA 15 S 42 74 S 641 10 <br />9 2104 523 TEMPORARY MAIL BOX CLUSTER EA 3 S 373 98 S 1,121.94 <br />10 2105 201 COMMON EXCAVATION (EV) CY 400 S 21 41 $ 8,564 00 <br />11 2105 5(17 SUBGRADE EXCAVTION (EV) CY 50 S 0 01 $ 0 50 <br />12 2 112 501 SUBGRADE PREPARATION RDST 26 $ 157 21 S 4 087 46 <br />(3 21305(11 WATER MGAL 50 $ 2671 S 1.33550 <br />14 2211 503 AGGREGATE BASE CLASS 5 MODIFIED (CV) CY 1242 S 001 S 12 42 <br />15 2215 5(11 BITUMINOUS PAVEMENT RECLAMATION - FULL DEP III SY 10132 S 110 $ 11145 20 <br />16 2331 607 HAUL BIT PAVEMENT RECLAMATION (LV) CY 2533 $ I 08 S 28065 64 <br />17 2 357 502 BITUMINOUS MATERIAL FOR TACK COAT GAL 615 S 2 83 $ 1 7411 45 <br />18 2160 501 TYPE SP 9 5 WEARING COURSE MIXTURE (SP W EA340C) (1 5") TON 725 S 64 23 S 46,566 75 <br />19 2360 5112 TYPE SP 12 5 NON WEARING COURSE MIXTURE (SPNW8330C) (2") TON 965 $ 58 54 S 56,491 10 <br />20 2360.505 TYPE SP 95 WEARING COURSE MIXTURE (SPWEA340C) DRIVEWAYS (2"1 TON 20 $ 2017(1 S 4,03400 <br />21 2506 602 RESET CATCH BASIN CASTING EA 6 $ 85 48 S 512 88 <br />22 2521 501 6" CONCRETE WALK SF 242 S 12 82 S 3,102 44 <br />23 2531 501 CONCRETE CURB & GUTTER DESIGN B618 LF 5548 S I0 95 S 60,750 60 <br />24 25315(17 6" CONCRETE DRIVEWAY PAVEMENT SY 75 $ 6732 $ 504900 <br />25 2531 604 7" CONCRETE VALLEY GUTTER SY 235 $ 57 70 S 13 559 5(1 <br />26 2511 618 fRUNCA'i'ED DOMES SF 55 $ 64. 11 S 1,526 05 <br />27 254(1601 LANDSCAPE RESTORATION LS 1 $ 1 710.95 .$ 030 95 <br />28 2540 602 INSTALL MAIL BOX SUPPORT EA 15 $ 64 I I S 961 65 <br />29 2563 601 TRAFFIC CONTROL LS I S 2.564 44 $ 2 564 44 <br />30 2573 502 SILT FENCE, TYPE MS LF 850 S 2 16 $ 1036 (1)1 <br />11 257151 S1 ORM DRAIN INLET 1'60 FECT1ON EA 13 S 10685 S 1,389.05 <br />32 2574 525 COMMON 1 OPSOIL BORROW (LV) CV 467 $ 2813 S 13.13671 <br />31 2575 5(15 SODDING TYPE LAWN SY 3500 $ 5.14 S 17,990 (I(I <br />TOTAL BID $ 303,756.46 <br />$ 80,104.69 $ 277,434.03 <br />$ 80,104.69 $ 277,434.03 <br />PAY THIS PERIOD PAID TO DATE <br />QUANTITY EXTENSION QUANTITY EXTENSION <br />0.50 <br />0 00 <br />0 00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0 00 <br />32.00 <br />0 00 <br />0.00 <br />0.00 <br />92 00 <br />15 00 <br />0.00 <br />530.00 <br />739.72 <br />0 00 <br />0 26 <br />0.00 <br />0 00 <br />71,00 <br />0 00 <br />0 001 <br />0.001 <br />1 001 <br />15.00 <br />0 50 <br />0.00 <br />0.00 <br />330.00 <br />2,600.00 <br />2,938.42 <br />0 00 <br />0 00 <br />0.00 <br />0 00 <br />0 00 <br />0.00 <br />0 00 <br />0.00 <br />685.12 <br />0.00 <br />0.00 <br />0 00 <br />0 92 <br />16.50 <br />0.00 <br />1,499 90 <br />47,512 22 <br />0 00 <br />52 44 <br />0.00 <br />0.00 <br />777 45 <br />0 00 <br />0 00 <br />0.00 <br />1,730 95 <br />961 65 <br />1,282 221 <br />0001 <br />0001 <br />9,282,90 <br />13,364 00 <br />$ 80,104.691 <br />1.00 <br />103.00 <br />931 00 <br />227.00 <br />120.00 <br />256.00 <br />309.00 <br />15.00 <br />2.00 <br />427.00 <br />26.00 <br />26 00 <br />24 00 <br />92 00 <br />10,147 00 <br />1,357.00 <br />530 00 <br />739 72 <br />1,001 55 <br />35.26 <br />5.00 <br />254.00 <br />5,440.00 <br />103.00 <br />120 00 <br />40001 <br />1 001 <br />15 001 <br />1 00 <br />0.00 <br />8001 <br />330 001 <br />2,600.001 <br />5876.83 <br />596.37 <br />1536 15 <br />2186.01 <br />879 60 <br />1052 16 <br />661 26 <br />641.10 <br />747 96 <br />9142.07 <br />0.26 <br />4087.46 <br />641 04 <br />0 92 <br />11,161.70 <br />15,035.56 <br />1,499.90 <br />47,512 22 <br />58,630 74 <br />7,11194 <br />427.40 <br />3,256.28 <br />59,568 00 <br />6,933 96 <br />6,924.00 <br />2,564 40 <br />1,730 95 <br />961 65 <br />2,564 44 <br />0 00 <br />854 80 <br />9,282.90 <br />13,364 00 <br />S 277,434.03I <br />