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m m 1 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 11-1-3 RESOLUTION NO. 8,660 A RESOLUTION AUTHORIZING THE CITY MANAGER TO ACCEPT BIDS AND AWARD A CONTRACT FOR THE WIDENING OF WEST 65TH STREET FROM HANOVER DRIVE TO HINDMAN PARR. WHEREAS, Little Rock, Ark., Ordinance Number 15,473 and 15,499 appropriated $19,675,000 for street and drainage improvements. WHEREAS, this is the second project for construction under the Neighborhood Streets category of the 1988 Bond Issue; and WHEREAS, the project will reconstruct this section of West 65th Street with curb and gutter and underground storm drainage. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF LITTLE ROCK, ARKANSAS: SECTION 1: The City Manager is hereby authorized to allocate $384,629.93 from the 1988 Capital Improvement Bond Fund account for reconstruction of West 65th Street from Hanover to Hindman Park. SECTION 2: The City Manager is further authorized to accepts bids and award a contract to Hogan Construction Company in an amount not to exceed $384,629.93 for reconstruction of this project. SECTION 3: Funding for this project is available in account number 210 - 220 -0061. ADOPTED: March 3, 1992 ATTEST: + ` �, a • • - APPROVED AS TO FORM: i .'!L_ • 1 , -A iy • - .•+ MAYOR a5.1) 65 W. 65th STREET STORM DRAIN IMPROVEMENTS & d TabO.11.n BIN n.,1e•c.. t,....,...n 1oa� PAGE 1) zl I r 1 ENGINEERS ESTMAIE HOGAN Q JOYNER. FORD & BURKE JAMES ROGERS GENE SUMMERS TOWNSHIP UNITPRICE 0000.00 $27.00 512.00 $7.60 $3.00 $3.00 $2.40 13UILDERS TOTAL '+0000.00 $116,775.00 $6.000.00 8 874.00 $24,600.00 53,000.00 525.872.00 WEAVER BAILEY UNIT PRICE 119 00.00 510.79 $1181 .84 $280 $2.25 $1.81 TOTAL 119 00.00 $ 5En 2 REM OTY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 1 S PREPARATION 100% LS $13 06.11 13 06.11 _ 4$ 4.496.00 44496.00 000.00 000.00 7B 00.00 $78500 7 0.00 894]00.00 20 UNCLASSIFIED EXCAVATION 4325.00 CY $0.00 $34,600.00 $9.42 $40.74150 $7.50 $32.43750 $13.50 558387 $14.70 $63577-50 30 BOR ROW MATERIAL 500.00 CY $8.00 $4,000.00 $9.42 $4.710.00 5690 $3,450.00 $1050 $5.250 $3.00 $1500.00 80 CIX4C. CURB & GUTTER 5715.00 LF $6.50 3 247.50 .49 13635 $6.25 $31 8.75 $5.80 $29 7 .17 S31 559 5 110 CCNC. DRIVE &APRON 6' 8200.00 SF $2.75 $22.550.00 $2.41 $19.762.0 $2.60 $21320.00 $2.40 $19,660 5194 $15908.00 120 GONG. DRIVE PRIVATE 4' 1000.00 5F $2.00 $2,000.00 $232 $2320.00 52.40 $2,400.00 $2.10 S2100 $197 $1970.00 130 CON G. SIDEWALK 4' 10780.00 SF $2.00 $21560.00 81.74 $18,757,20 $225 $24,255.00 $180 517.248 $184 $17,679.20 150 CONC. ACCESS RAMP 4' 600.00 SF $250 $1500.00 $291 $1.746.00 $2.25 $1250.00 $2.40 $1,440 $230 $1380.00 $2.00 $200.00 $3250 1 80 510.00 515.00 0.00 $1,200.00 $6560.00 554800.00 M2.00 470,280.00 $7500.00 000.00 $2.25 5313.40 $26.79 $1.05 39.28 $18.00 .00 51350.00 S13,41352 $45.007.20 $3,774.751 565.219.94 S9,000 .0I 0.00 187 CONC. RETAINING WALL 42.80 CY $240.00 $10,272.00 $325.00 $13910.00 $300.00 112.640.00 $440.00 $18,892 $267.00 $12,28380 210 HMAC SURFACE COURSE 1680.00 TN $30.00 $50.400.00 $25.05 $42,084.00 $2535 $42588.00 $2650 $44520 $27.70 $46535.00 250 PRIME COAT 3595.00 GL 1 .40 $5 033.00 $130 $4 673.50 1.05 S3,774.75 $1.00 $3 595 $100 $4 673.50 290 CRUSHED STONE BASE 7028.00 TN $6.00 $56.224.00 8].59 $53342.52 $9.10 %63954.80 $8.95 $62200 ! $8.17 $57,418.76 332 'B' STONE STABILIZATION 500.00 TN $1030 $5.150.00 $10.56 $5.200.00 $10.00 $5.000.00 $1250 5.00 $3.15 $10-50 8. 0 $780 836 00 $42.00 56.250 I $6500 520947 87.6]5 52.250 S6. 228 ! $22.512 $650 50 53.250.00 $350.00 390 TAIL DITCHING 100.00 LF 250 $250.00 $294 $294,00 $7.00 $700.00 440 SOLID SODDING 6650.00 SY $280 $17.290.00 $333 $22,14450 $380 523,275.00 $250 $16,625.00 $2.70 $17955.00 5330 521.945.00 406 TOPSOIL 750.00 CY $11.75 $8.612.50 $11.11 $933250 $11.00 $8.250.00 $9.00 $6.750.00 414.00 $10500.00 $11.00 $8.250.00 440 FENCE REMOVE EPLACE 4* CHAIN 700.00 LF .OS 535.00 $5.00 $3,500.00 U.75 $2625.00 $4550.00 $7.00 &4 aoo.00 441 FENCE, REMOVE /REPLACE 4'CHAIN 300.00 LF $4.00 $1.200.00 $5.00 $1,500,00 $3.75 $1.125.00 1 $6.00 $1,800.00 3350 $1,950.00 $6.00 $1.800.00 480 15' RCP, CLASS III 173.00 LF $1850 $3,20050 $22.52 $3,09596 $20.00 $3,460.00 $34.71 26.004.83 $33.0 55,709.00 521.65 23,745.45 490 18' RCP, CLASS Ili 536.00 LF $24.00 $12.064.00 $24.86 81332496 $22.00 $11,792.00 i $38.74 $20.764.64 $53.00 $28.408.00 22659 $14,252.24 510 24'RCP, CLASS II I 409.00 LF $32.25 $13,190.25 $31.04 $12.695-+6 $28.00 $11,452.00 550.00 $20.450 I 4-+4.00 313906.00 $72.00 529.446.00 $3739 $15,29251 630 18' RCA III FLARED END SECTION 2.00 EA 5320.00 $640.00 $300.00 $600.00 $400.00 $800.00 $500.00 $1.000 $240.00 $480.00 4300.00 $600.00 5374.60 5749.60 650 24' RCA If1 FLARED END SECTION 2.00 EA $375.00 $750.00 $3,10.00 $700.00 $600.00 $1,200.00 $600.00 41,200' 4300.00 $500.00 $350.00 5700.00 5446.17 $89234 1010 STANDARD CURB INLET 6.00 EA 51,010.00 $6.060.00 $1. 000.00 $6,000.00 $950.00 $5,700.00 $1325.00 4].950 51.OH3.00 56498.00 $1,650.00 $11,100.00 41.100.00 46800.00 1100 STANDARD JUNC. BOX 4.00 EA $875.00 $3500.00 $1.200.00 54,800.00 $950.00 $3.800.00 $1,050.00 $4.200 1 $970.00 $3.880.00 $ 1860.00 58.640.00 4950.00 53,800.00 1150 STANDARD RADIAL INLET 3.00 EA $915,00 $2.745.00 $1,100.00 $3300.00 $1.050.00 $3,150.00 $1,450.00 $4350 $970.00 $2910.00 42.000.00 $6.000.00 $1.150.00 $3450.00 1230 ADJUST MANHOLE RING COVER TO GRADE 9.00 EA 5400.00 $3 600.00 0.00 2 250.00 $400.00 600.00 $300.00 $2.]00 ]0.00 0.00 5325.00 $21925.00 - 0.00 150.00 1360 4' DIP SEWER SERV. ADJUSTMENT 402.00 LF $18.00 $7,236.00 $17.21 $6919.42 $20.00 $8.040.00 $22.00 56.644 $12.40 54964.80 $20.00 $8.040.00 1 $13.00 $5.226.00 1390 8' DIP SAN. SEWER ADJUSTMENT 72.00 LF $16.00 $1.152.00 $24.68 $1,77696 $25.00 $1,800.00 $22.00 $1564 $17.00 $1.224.00 830.00 $2.160.00 $35.00 22,520.00 1520 4'PVC SEWER SERV, ADJVSTM NT 290.00 LF 11.00 640.00 068 2083.20 20.00 $4800.00 18.00 4 20 54.40 1056.00 E9.00 2160.00 10.00 2400.00 1580 SEWER BEDDING, CLASS B 32.00 TN $15.00 $400.00 $10.00 $320.00 $10.00 $320.00 $12.00 5384 E14.00 4448.00 424.00 5768.00 E13.00 $441 b0 1630 WATERVALVE ETER BOX. ADJ. 70 GRADE 15.00 EA 550.00 5750.00 $]5.00 $1,125.00 5340.00 $5.100.00 $200.00 43.000 540.00 5600.00 E70.00 51,050.00 - $50.00 4750.00 17 0 MAILBOX EMOV AINTAIN EPLACE 19.00 EA .00 $565.00 $50.00 $950.00 ]5.00 1425.00 75.00 $1 425 $47.00 S893.00 545.00 655.00 ]5.00 1425.00 52.200.00 $2, 200.00 53.000.00 53,000.00 $4500.00 $4.500.00 1880 CIXJSTRUCTION MANAGERS FIEID OFFICE 100% LS $1,730.26 $1.739.26 53.000.00 $3,000.00 $2,000.00 $2.000.00 $4500.00 $4500 18901 FINAL CLEANUP 100% LS $4,673.80 $4.673.80 $100.00 $100.00 $5.000.00 $5.000.00 $2500.00 $2500 41.700.00 51.700,00 $4. 000.00 44.000.00 $5,000.00 $5.000.00 $454,13039 $544,531.00 $499.195.20 TOTAL BID $357.415.00 04. 93 838 752.60 $489,039 PAGE 1) zl I r 1 Q PUBLICINORKSDEPARTMENT DIRECTORSOFFICE ' FEB 111992 1 RE�EVvfE®