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HomeMy WebLinkAbout88491 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 RESOLUTION NO. 8,849 A RESOLUTION AUTHORIZING THE CITY MANAGER TO ACCEPT BIDS AND AWARD A CONTRACT FOR THE WIDENING OF BRYANT STREET FROM ASHER AVENUE TO WEST 32ND STREET AND WEST 30TH STREET TO ARCHWOOD, A 1988 CAPITAL IMPROVEMENT BOND PROJECT. WHEREAS, Little Rock Ordinance 15,473 appropriated $19,675,000 for street and drainage improvements. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF LITTLE ROCK, ARKANSAS: SECTION 1. The City Manager is authorized to accept bids and award a contract to Hogan Construction Co., Inc. in an amount not to exceed $261,118.60, for the widening of Bryant Street from Asher Avenue to West 32nd Street and West 30th Street to Archwood. SECTION 2. Funding for this project is available in Account Number 301 - 220 -0061. ADOPTED: January 5, 1993 ATTEST: .. M"IrMINIA", APPROVED AS TO FORM: THOMAS CA" ENTER CITY •• APPROVED: V — JIM MAYO LEY `ie"- BCD 13 -7 BRYANT STREET LITTLE ROCK, ARKANSAS 5111 1 ivncrt nvcnuc �u nrtunnwLr wncc� ENGINEER'S ESTIMATE - JOYNER- FORD -BURKE CONSTRUCTION WEAVER - BAILEY CONSTRUCTION HOGAN CONSTRUCTION REM NO. DESCRIPTION UNIT OF MEASURE EM&ATED QUANTITY UNIT PRICE ESTIMATED AMOUNT UNIT PRICE ESTIMATED AMOUNT LINT PRICE ESIIMAIED AMOUNT UNIT PRICE ESTIMATED AMOUNT 0010 SITE PREPARATION INCLUDING IMOVILIZATION L.S. 1 XXXXXX 5,000.00 xxxxxxx 37 000.00 xxxxxx 15,000-00 xxxxxx 13 136.00 0020 UNCLASSIFIED EXCAVATION C.Y. 1,133 9.50 10,197.00 10.00 11,330.00 10.0 11 330.00 8.06 0025 UNDERCUT C.Y. 100 8.00 800.00 10.00 1000.00 7.50 750.00 8.06 806.00 0030 BORROW MATERIAL C.Y. 1,374 8.00 10 992.00 7.50 10 305.00 10.00 13 740.00 8.81 12,104.94 0080 CONCRETE CURB AND GUTTER CLASS 1 L.F. 3.680 8.50 31 280.00 8.50 23 920.00 5.95 21 896.00 7.10 26J28.00 0081 CONCRETE CURB AND GUTTER CLASS 3 L.F. 720 6.50 4.680.001 6.50 4.680.00 1 5.66 4.075.201 7.64 550080 0090 CONCRETE CURB AND GUTTER, REMOVE EXISTING L.F. 300 5.00 1,500.00 1.50 450.00 3.00 900.001 3.00 900.00 0110 CONCRETE DRIVE AND APRON 6' S.F. 1,216 2.20 2,675.20 2.25 2,736.00 1.7 2.31 2,808.96 0120 CONCRETE DRIVE -PRIVATE 4' S.F. 300 1.80 540.00 2.00 600.00 1.60 .2.128.00 480.00 2.31 693.00 0130 CONCRETE SIDEWALK 4' S.F. 2,020 2.00 4,040.00 2.00 4,040.00 1.60 3,232.00 1.88 3,797.60 0131 CONCRETE SIDEWALK - 4 TURNED UP WALL S.F. 1,150 4.00 4,600.00 5.00 5,750.00 6.00 6,900.00 5.67 6,520.50 0150 CONCRETE ACCESS RAMP HANDICAP EACH 9 400.00 3,600.00 225.00 2,025.00 500.00 4,500.00 500.00 4 500.00 0187 CONCRETE RETAINING WALL C.Y. 10 250.00 2,500.00 375.00 3,750.00 375.00 3,750.00 500.00 5.000.00 0210 HMAC ACHM SURF TON 1.685 33.00 55, 05.00 28.00 47 180.00 26.38 44 450.30 25.22 42,495.70 0240 HMAC ACHM STABILIZED BASE TON 2.720 30.00 81.600.00 27.50 1 74 800.00 24.75 67 320.00 23.68 64 953.60 0250 BITUMINOUS PRIME COAT GAL 1,890 1.20 2.268.00 1.10 2.079.00 1.05 1.984.50 0.01 18.90 0260 BITUMINOUS TACK COAT GAL 500 1.20 600.00 1.10 550.00 1.05 525.00 0.80 400.00 0332 'B' STONE TON 100 10.00 1000.00 11.00 1100.00 15.00 1500.00 6.00 600.00 0400 SOLID SODDING S.Y. 1118-0-0 4.00 7 200.00 3.50 6,300.00 3.30 5,940.00 3.16 5,688.00 -040-6- TOP SOIL C.Y. 200 10.00 2.ODO.00 12.00 2,400.00 11.00 2,200.00 10.53 2,106.00 0420 FRENCH DRAIN WITH PIPE L.F. 100 10.00 1,000.00 .00 5. 500.00 4.00 400.00 0460 15 RC PIPE CL III L.F. 881 18.00 15 858.00 19.88 17 514.28 24.17 21 21.02 18 518.62 0490 18r RC PIPE CL III L.F. 296 24.00 7.104,00- 22.02 6,517.92 26.28 7,778.88 26.46 7,832.16 0510 24 RC PIPE CL III L.F. 16 32.00 512.00 29.22 467.52 35.25 564.00 40.00 640.00 0620 1 FES CL III EACH 300.00 600.00 342.20 684.40 439.96 879.92 300.00 1 600.00 . 0850 EACH 400.00 800.00 1 442.17 884.34 521.31 1042.62 450.00 900.00 1010 CURB INLET STD. SINGLE THROAT EACH 6 1000.00 5,000.00 1,000.00 6,000.00 1,200.00 7,200.00 900.00 5,400.00 1020 CURB INLET, STD., DOUBLE THROAT EACH 2 1250.00 -2,500.00 1,050.00 2,100.00 1,500.00 3,000.00 1,000.00 2,000.00 RADIAL INLET. STD. EACH 5 1000.00 s 000 Do 0. 5,250,00 1,300.00 6,500.00 1,000.00 5,000. 1160 RADIAL INLET, STD., DOUBLE THROAT EACH 3 1250.00 3,750.00 1.2 0.00 3 600.00 1,700.00 5,100.00 1,200.00 3.600.00 RADIAL INLET, SPECIAL EACH 1,200.00 1,200.00 3,000.00 2,500.00 2500.00 1250 MANHOLE ADJUST TO GRADE EACH 2 250.00 500.00 500.00 1000.00 400.00 800.00 200.00 400.00 1520 SANITARY SEWER SERVICE - L.F. 50 20.00 _1.000M 15.00 750.001 20.00 1,000.00 20.00 1,000.00 1630 VALVE METER BOX ADJUST TO GRADE EACH 4 50.00 200.00 400.00 50.00 200.00 50.00 200.00 1810 MAINTENANCE OF TRAFFIC L.S. 1 xxxxxx 2500.00 7,500.00 7500.00 10,000.00 10 000.00 4,736.84 4 736.64 1880 CONSTRUCTION MGR'S FIELD OFFICE L.S. 1 xxxxxx 2000.00 5 2100.00 2 500.00 2500.00 1.00 1.00 1890 FINAL CLEAN UP L.S. i XXXXXX 3000.00 4,000.00 4,000.00 1 100.00 I TOTAL, 1 285-501.70 303 363.48 1 1 288 960.19 1 261 118.60 H C.J1 BRYANT STREET LITTLE ROCK. ARKANSAS su 2 NnGn nv O�VC V /V{l.f1AVW AIIfCCI ENGINEER'S ESTIMATE GENE SUMMERS CONSTRUCTION LAMBERT CONSTRUCTION L.R. MOURNING CONSTRUCTION ITEM O. DESCRIPTION UMT Of ESTIMATED UNIT ESTIMATED UNIT PRICE ESTIMATED AMOUNT UNIT PRICE ESTIMATED AMOUNT UNIT PRICE EMIMATED AMOUNT 0010 SITE PREPARATION INCLUDING MOVIUZATION LS_ 1 XXXXXX 5000.00 xxxxxx 27897.00 xxxxxx 15000.00 xxxxxx 21 945.00 0020 UNCLASSIFIED EXCAVATION C.Y. 1,133 9.50 10,197.00 14.70 16-1655.10 6.25 7,081.25 14.67 18 621.00 0025 UNDERCUT C.Y. 100 8.00 800.00 5.00 500.00 .00 1,000.00 11.74 1.174.00 0030 BORROW MATERIAL C.Y. 1.374. 8.00 10 .00 5.70 7 831.80 6.00 8,244.00 9.39 12 902.00 . 00 80 CONCRETE CURB AND GUTTER CLASS 1 L.F. 3 8.50 31 280.00 7.17 28 385.60 7.95 29.256.00 8.01 29 477.00 0081 CONCRETE CURB AND GUTTER LASS 3 L.F. 720 6.50 4.680.00 6.74 4,852.80 7.95 5,724.00 8.01 5367.001_ 1 0090 CONCRETE CURB AND GUTTER REMOVE EXISTING L.F. 300 5.00 t.5-00,0-0 2.00 600.00 3.00 900.00 3.35 1.005.00 0110 CONCRETE DRIVE AND APRON fi S.F. 1,216 2.20 2,67520 2.17 2,638.72 2.60 3,161.60 3.08 3,745.00 0120 CONCRETE DRIVE - PRIVATE 4 S.F. 1.80 2.17 851.00 2.70 870.00 2.66 798.00 0130 CONCRETE SIDEWALK 4 2,020 2.00 4,040.00 1.88 3,797.60 2.15 4,343.00 2.50 5,050.00 0131 CONCRETE SIDEWALK - r1W TURNED UP WALL S.F. 1,150 4.00 4,600.00 5.60 6,440.00 6.00 61900.00 6.93 7,970.00 0150 CONCRETE ACCESS RAMP HANDICAP EACH 9 400.00 3,600.00 470.00 423000 300.00 7 286.00 2,574.00 0187 CONCRETE RETAINING WALL C.Y. 10 250.00 2.500.00 4 325.00 3,250.00 249.66 2,497.00 0210 HMA A HM SURFACE TON 55 60500 27.53 48 388.05 25.00 4 125.00 28.15 47 433.00 0240 HMAC ACHM STABILIZED BASE TON 30.00 81 .00 26.36 71 699.20 65 280.00 26.41 71 835.00 0250 BITUMINOUS PRIME COAT GAL 1.20 2 68.00 1.20 2 268.00 1.50 2 835.00 1.12 Z 117.00 0260 BITUMINOUS TACK COAT GAL 0 600.00 1.30 650.00 1 SO 750.00 1.12 560.00 0332 'Ir STONE TON E2.720 10.00 1000.00 7.00 700.00 0.00 1000.00 12.49 1 249.00 0400 SOLI SO G S.Y. 4.00 7 200.00 2.90 124.00 4.50 8 100.00 ,7 4,878.00 0406 TOP SOIL C.Y. 1 0.00 2 000. 14.00 2 800.00 8.00 1 600.00 18.28 3 658.00 0420 FRE N WRH PI L.F. 10. 1000.00 5.70 0.00 .00 500.00 24.22 2,422.00 0460 1 RC PIPE C111 L.F. 15 858.00 23.50 20 703.50 2.00 19 382.00 41.26 36 350.00 0490 1 Er RC PIPE CL III L.F. 296 24.00 7,104.00 21.53 6,372.88 25.00 7 4G0.00 39.03 17 553.00 0510 24' RC PIPE CL III L.F. 16 32.00 512.00 43.00 688.00 39.00 624.00 52.57 841.00 0620 15 FES CL III EACH 2 300.00 600.00 240.00 480.00 450.00 900.00 386.00 772.00 0850 2,117 FES CL I I EACH 2 400.00 800 340.00 680.00 580.00 1,160.00 546.00 1,092.00 1010 CURB INLET STD. , SINGLE THROAT EACH 6 1000.00 5,000.00 890.00 5,340.00 1,450.00 8,700.00 1,291.50 7,749.00 1020 CURB INLET, STD., DOUBLE THROAT EACH 2 1250.00 2,5W.00 1,100.00 220000 150000 3.000.00 135000 2,700.00 RADIAL INLET STD. EACH 5 1000.00 5,000.00 890.00 4 4 1 1 2 1.4 6,457.00 1 160 RADIAL INLET, STD., DOUBLE THROAT EACH 3 1250.00 3.750.00 980.00 2,940.00 1,600.00 4,800.00 691.67 2,075.00 RADIAL INLET. UL EACH 1,400.00 1,400.00 1,500.00 1 500.G0 1,376.00 1,376.00 1250 MANHOLE ADJUST TO GRADE EACH 2 250.00 500.00 270.00 540.00 350.00 700.00 1 352.00 704.00 1520 SANITARY SEWER SERVICE - 47 L.F. 50 20.00 1,000.00 17.00 850.00 26.00 1.300.00 17.601 680.00 1630 VALVE METER BOX ADJUST TO GRADE EACH 4 50.00 200.00 50.00 200.00 100.00 400.00 117. 50 470.00 1810 MAINTENANCE OF TRAFFIC L.S. 1 XXXXXX 2.500.0011 9,700.00 9,700.00 1 11 000.00 11 000.00 5,573.00 5.57 .00 1880 CONSTRUCTION MGR'S FIELD OFFICE L.S. XXXXXX 2000.00 200.00 2 .00 2 500.00 2,500.00 7, 87, 1890 FINAL CLEAN UP L.S. 1 XXXXXX 3000.00 2 500.00 2 500.00 2 000.00 2,000.00 4.1 .00 4108001 T 1 296 159.25 283 425.85 1 328 962.00 QJ BRYANT STREET LITTLE ROCK, ARKANSAS Su 3 AbMLK AVLNUL IU AKI:MWVUU SIKLtI i ENGINEER'S ESTIMATE WORTH JAMES CONSTRUCTION CO. BRADSHAW -CLARK CORPORATION JAMES A RODGERS EXCAVATING REM NO. DESCRIPTION UWT OF 1,11544ATE E" TUATO QUAMnrf UNIT PRICE 1SIWATED AbKXW UNIT PRICE ES UATED AMOUNT UNf PRICE WmATED AIOLWT UNIT PRICE ESTIMATED ANOU T 0010 SITE PREPARATION INCLUDING MOVIUZATION L.S. 1 XXXXXX 5,000.00 xxxxxx 20 000.00 xxxxxx 13 043.48 xxxxxx 20,000.00 0020 UNCLASSIFIED EXCAVATION C.Y. 1,133 9.50 10,197.00 9.50 10 763.50 13.59 15 397.47 8.00 9,064.00 0025 UNDERCUT C.Y. 100 8.00 800.00 10.00 1,000.00 13.59 1,359.00 5.00 500.00 0030 BORROW MATERIAL C.Y. 1,374 8.00 10 992.00 7.00 9,618.00 8.70 11 953.80 4.25 5,839.50 0080 CONCRETE CURB AND GUTTER CLASS 1 L.F. 3.680 8.50 31 280.00 5.78 21 270.40 6.00 22 080.00 6.00 22 080.00 0081 CONCRETE CURB AND GUTTER CLASS 3 LF. 720 6.50 4.680.001 5.39 3.880.80 5.50 3.960.00 1 5.50 3.960.00 0090 CONCRETE CURB AND GUTTER REWOVE EXISTING LF. 300 5.00 1.500.001 4.80 1,440.00 4.35 1.305.00 1 4.00 1.200.00 -01-17U-- CONCRETE DRIVE AND APRON G S.F. 1,216 2.20 2,675.20 2.70 3.283.20 2.42 2.942.72 2.42 2,94 .72 0120 CONCRETE DRIVE - PRIVATE C S.F. 300 1.80 540.00 2.43 729.00 2.20 660.00 2.20 660.00 0130 CONCRETE S.F. 0 2.00 4,040.00 2.60 5,252.00 1.71 3,454.20 1.71 3,454.20 0131 CONCRETE SIDEWALK - 4' TURNED UP WALL S.F. 1,150 4.00 4600.00 5.68 6,532.00 4.95 5,692.50 4.95 5,692.50 0150 CONCRETE ACCESS RAMP HANDICAP EACH 9 400.00 3-16-0-0.0-0 172.50 1,552.50 187.00 1,683.00 187.00 I'683.00 0187 CONCRETE RETAINING WALL C.Y. 10 250.00 250000 207.00 2.070.00 220.00 2,200.00 220.00 2,200.00 0210 HMAC ACHM SU F TON 1,685 33.00 55, 805. 27.54 48 404.90 26.38 44 450.30 26.38 44 450.30 0240 HMAC ACFU1 STABILRED BASE TON 1--2720 30.00 81 600.00 25.88 70 393.60 24.75 67,320.00 24.75 67 320.00 0250 BITUMINOUS PRIME COAT 1,890 .20 2.268.00 1.05 1,984.50 1.05 1,984.50 1.05 0260 BITUMINOUS TACK COAT GAL 500 .20 600100 1.05 525.00 1.05 525.00 1.05 525.00 0332 '9' STONE TON 100 10.00 1000.00 11.44 1144.00 16.00 1.600.00 7. 785.00 0400 G S.Y. 1,800 4.00 7,200.00 4.00 7,200.00 3.30 5.W.00 3.00 51400.00 0406 TOP SOIL C.Y. 200 10.00 200000 12.00 2,400.00 11.00 2,200.00 9.00 180000 0420 FR N N PIPE LF. 100 1000. 6.43 643.00 7.61 761.00 6.00 600.00 0460 15 RC PIPE CL III LF. 881 00 24.13 21 258.53 20.00 18.00 15,&->8.00 0490 1211' RC PIPE CL III LF. 296 24.00 7J04.00 26.67 7.894.32 22.00 6.512 ' 00 21.70 6,423.20 0510 24 RC PIPE CL III LF. 16 32.00 512.00 35.27 564.32 37.00 592.00 50.00 800.00 0620 15 FES CL III EACH 1 2 300.00 1 600.00 533.39 1,066.78 312.00 624.00 320.00 640.00 24' FES CL 16 EACH 1 2 400.00 800.001 832.88 1,665.76 400.00 800.00 450.00 900.00 1010 CURB INLET STD. , SINGLE THROAT EACH 6 1000.00 5.000.001 1,023.40 6,140.40 1.000.00 6,000.00 935.00 5,610.00 1020 CURB INLET, STD.. DOUBLE THROAT EACH 2 1250.00 2500.00 1,023.40 2046.80 105000 2100.00 990.00 1,980.00 RADIAL INLET STD. EACH 5 1000.00 5.ODD.00 1,023.40 5,117.00 1 0 5,250.00 .00 4 9 1160 RADIAL INLET STD. , DOUBLE THROAT EACH 3' 1250.00 3,750.00 1,023.40 3,070.20 1,100.00 3,300.00 1,045.00 3,135.00 RADIAL RJLET SPECIAL EACH 1500-00 1,500.00 2 120.00 2,120.00 1,150.00 2,500.00 2,500.00 1250 MANHOLE ADJUST TO GRADE EACH 2 250.00 500.00 500.00 1,000.00 325.00 650.00 275.00 550.00 1520 SANITARY SEWER SERVICE - r LF. 50 20.00 1,000.00 25.00 1,250.00 10.87 543.50 100.00 5,000.00 1 0 VALVE LI BOX TO EACH 4 50. 200.00 50. 600. 109.00 436.00 180.00 0.0 1810 MAINTENANCE OF TRAFFIC L.S. i XXXXXX 2 500.00 9 000.00 9 000.00 5 434.00 20 000.00 20 000.00 1 ggp CONSTRUCTION MGR'S FIELD OFFICE LS. 1 X XXXX 2 000. 4 500.00 4 500.00 1 830. 1 830.00 4 500.00 4500.00 1890 FINAL CLEAN UP L5. 1 XXXXXX 3 ODO.00 1 O 000.00 1 2 717.00 2 717.00 6 500.00 B 500.00 TOTAL: 285 501.20 295 380.51 265 870.4 282 206.92 H BRYANT STREET LITTLE ROCK. ARKANSAS 5144 ASHER AVENUE TO ARCHWOOD STREET ENGINEER'S ESTIMATE SOUTHERN PAVERS Mc V INC. TOWNSHIP BUILDERS REM NO. 0010 DESCRIPTION SITE PREPARATION INCLUDING MOVILIZATION UNT OF NEA UIRE L.S. ESTMATED QUIVNITY 1 UWT PRICE XXXXXX ESTIMATED AMOUNT 5.000.00 UNIT Ffum xxxxxx ESTIMATED AMOUNT UNIT PRICE xxxxxx ESDMATM AMOUNT 21 000.00 UNfT PRICE xxxxxx ESTIMATED AMOUNT 14 000.00 0020 0025 UNCLASSIFIED EXCAVATION C.Y. C.Y. 1.133 100 9.50 8.00 10,197.00 80O.G0 14.90 33.50 16 881.70 3350.00 10.00 12.00 11 330.00 1,200.00 9.00 30.00 10 197.00 3M0.00 0030 0080 BORROW MATERIAL CONCRETE CURB AND GUTTER CLASS I C.Y. LF. 1 374 3680 8.00 8.50 10 992.00 31 280.00 17.00 5.95 23 358.00 21 896.00 9.75 13 396.50 12.00 10.00 18 488.00 38 800.00 • 0081 0090 011 O 0120 0130 0131 CONCRETE CURB AND GUTTER CLASS 3 CONCRETE CURB AND GUTTER, REIMOVE EXISTING CONCRETE DRIVE D CONCRETE DRIVE - PRIVATE d CONCRETE SIDEWALK 4 CONCRETE SIDEWALK - 4 TURNED UP WALL LF. L.F. S.F. S.F. S.F. S.F. 720 300 1,215 2,020 1,150 6.50 5.00 2.20 1.80 2.00 4.00 4.680.00 1,500.00 2,675.20 540.00 4,040.00 4,600.00 5.30 4.00 2.25 2.00 1.75 5.25 3,816.00 1.200.00. 00.00 35.00 37.50 E41 6.00 8.65 6.00 2.35 1.98 1.98 2.75 6228.00 1 800.00 2.857.60 594.00 3,999.60 3,182.50 12.00 7.00 7.00 6.00 3.00 9.00 8,640.00 2.100.00 8,512.00 1800.00 80.00 10 350.00 0150 CONCRETE ACCESS RAMP HANDICAP EACH 9 400.00 3 600.00 175.00 75.00 275.00 2,475.00 550.00 4,950.00 0187 CONCRETE RETAINING WALL C.Y. 10 250.00 2.500.00 200.00 00.00 600. 6,000.00 475.00 4,750.00 0210 HMAC ACHM SURFACE TON 1,685 33.00 24.50 82.50 32.00 53 920.00 30.00 50 550.00 0240 HMAC ACHM STABIL12ED BASE TON 2 720 30.00 81 800.00 24.00 80.00 32.00 87 040.00 30.00 81 600.00 0250 BITUMINOUS PRIME COAT GAL .89 1.20 2,268.00 1.795.50 1.20 2.268.00 1.50 2.8.35.00 0260 BITUMINOUS TACK COAT GAL 500 1,20 600.00 .95 475.00 1.00 500.00 1.50 750.00 0332 'H' STONE TON 100 10.00 1 DO0.00 28.50 2850.00 15.00 1,50-0.00- 20.00 2,000.00 0400 SOLID SODDING S.Y. 1.80 0 4.00 7200.00 340 5,400-00 2.75 4,950.00 4.00 7,200.00 0406 TOP SOIL C.Y. 200 10.00 2,000.00 18.00 3,600.00 17.00 3,400.00 0420 C D LF. 100 0 1 OD0.00 6.70 670.00 6.00 600.00 11.00 1100.00 0460 0490 1 RC PIPE CL III 18' RC PIPE CL III L.F. L.F. 881 298 18.00 15 858.00 7.104.00 26.50 2 23 346.50 8,288.00 21.50 23.75 18,941.50 030.00 36.00 3.00 31 716.00 12 728.00 • 0510 0620 24 RC PIPE CL 111 15' FES CL III L.F. EACH 16 32.00 300.00 512.00 600.00 33.00 400.00 528.00 800.00 36.00 350.00 576.00 700.00 60.00 300.00 800.00 0650 1010 24 FES CL III CURB INLET STD. , SINGLE THROAT EACH FACH 1 2 1 6 400.00 800.00 550.00 1,420.00 11 0.00 8,520.00 400.00 1,100.00 800.00 6,600.00 400.00 1,300.00 800.00 7,800.00 1020 CURB INLET, STD., DOUBLE THROAT EACH 2 1250.00 2 500.00 1 475.00 2,950.00 1,450.00 2,900.00 1,500.00 3 000.00 RADIAL INLET STD. EACH 5 1000.00 5,000.00 1 ,420.00 7,100.00 1,600.00 8,000.00 1,400.00 7,000.00 411 abu RADAL INLET, STD. DOUBLE THROAT EACH 3 1250.00 3.750.00 1 475.00 4,425.00 1,750.00 5.250.00 1 800.00 540000 RADIAL INLET S EACH 1 1 150040 1,500.00 1,975.00 1 9 5. 2 500.00 2,500.00 2,300.00 3 .0 1250 MANHOLE ADJUST TO GRADE EACH 21 250.00 500.00 900.00 1 800.00 250.00 500.00 500.00 1 000.00 1520 SANITARY SEWER SERVICE - 4' L.F. 50 20.00 1 000.00 24.00 1 200.00 40.00 2,000.00 20.00 1,000.00 1630 VALVE METER BOX ADJUST TO GRADE EACH 4 50.00 200.00 75.00 300. 75.00 300.00 100.00 400.00 1 10 MAINTENANCE OF TRAFFIC LS. i XXXXXX 2,500.00 20 000.00 20,000. 15 000.00 15 000.00 8 913.00 8,913.00 1 ggp CONSTRUCTION MGR'S FIELD OFFICE LS. XXXXXX 2000.00 3500.00 3500.00 3000.00 3000.00 3000.00 $000.00 1890 FINAL CLEAN UP L.S. XXXXXX 3000.00 17 000.00 17 000.00 6,000.00 8000.00 4,300.00 285 501.20 338, 70.0 339 406.70 387 999.00 I