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nfiruafibe*mgmm'qufim{'â€"ny- eight (28) days of not than 100 cent of that developed by mortar of mmmmw-&dm-._.tmm ommn-â€"nm-mucmc_mmmum from the water supply system of the City of Highland Park. . . _ _ _ _ _ _ fications for Billet Steel Concrete Reinforcement Bars, AS.T.M. Designation Aâ€"15". . All dowel bars to be used, except the bent dowel baré in curb at walk interâ€" sections, shall be rail steel and shall conform to the requirements of the "Standâ€" mwwmmmwmur&.m Thursday, July 6, 1950 best and most substantial and workmanlike manner and shall include all work of every nature to properly complete said improvement, and all surplus materâ€" â€"lals; ~excavated or otherwise, and rubbish of every description shall be removed from the site of the work. No improper material shall be used but all materials of every kind shall fully conform to the foregoing provisions and if not hereinâ€" before particularly provided for, shall be suitable for the place where and for the purpose for which used, and said improvement shall be made under the fibrous, tough and ductile. Said steel fabric shall be manufactured of col« wire, finished members of which shall develope a tensile strength of . 70,000 pounds per square inch and which shall bend cold 180 degrees a pin the diameter of which is equal to the daimeter of the wire specime a pin the diameter of which is equal to the daimeter of the wire specimen withâ€" out cracking on the outside of the bent portion. The longitudinal wires of the fabric shall be spaced six (6) inches and shallâ€"be No. 2 guage. The transverse wires shall be spaced six (6)â€"inches and shall be No. 2 guage. Said steel wire fabric shall comply with the requirements of the "Standard Specifications for Cold Drawn Steel Wire Fabric for Concrete Reinforcement", Specification Mâ€"32 of the ASSHO. mmm-mmtumgmmmn‘.muupmm for herein shall be of a type sufficiently rigid to insure that the bar will be supported and maintaited in its place as required herein. NCE e __ All metal sleeves or sockets or dowel bar caps shall be manufactured from 32 guage (M.S. Standard) sheet steel, shall be approximately five (5) inches long, shall be indented to provide & limiting stop for the dowel bar and shall burned and shall be suitable for use in brick masonry. Said bricks shall be tested in accordance with methods given in the "Methods for Testing Brick,â€" Tentatiye Method 7â€"32" of the AASHO. All said brick shall conform to the following All crushed stone provided to be used in this improvernent ennflg of clean, tough, durable fragments free from excess of flat, “}bâ€" disintegrated ‘pleces. All limestone screenings and limestone chips vided to be used shall be free from dirt or other foreign materials. All cast fron water pipe fittings shall be Class "D" American Water Works Association Standards, mmwmmngmpxu&mpmmumuqmuqmtpum. All cakum for joints where water main is plugged shall be long fibered select hemp packing. __ All the improvements herein provided to be made shall be made in the direction and to the satisfaction of the Board of Local Improvements of the City of Highland Park, Lake County, Illinois.. Sef SECTION II. mtmmmammo}mw ments of the City of Highland Park, Lake County, Illinois, providing for said W&wpmmmmdm&uu!.;g@wm%u President of the said Board of Local Imp and the same is hereby approved. * GRBFTINN TT â€" That sald dmnruemaent (1) SECTION III. That said improvement shall be made and the whole cost thereof, including the sum of seventeen Thougand One Hundred and Thirtyâ€" nine Dollars and Thirtyâ€"seven Cents ($17,139.37) (being the amount included in the estimate of said Mayor as President of said Board of Local Improvements, m:mumm«mmmmzhm;u‘ paid for by special assessment to be levied upon the property benéfited thereby to the amount that the same may be legally assessed therefore, in accordance with the provisions of an act of the General Assembly of the State of Illinois entitled "An Act Concerning the Local Improvements", approved June 14, 1897, and all amendments thereto, and that said sum of Seventeen Thousand, One Hundred and Thirtyâ€"Nine Dollars and Thirtyâ€"seven Cents ($17,139.37) shall be applied toward the cost of making and collecting said assessment. SECTION IV. That the aggregate amount berein ordered to be assessed (2) against the property and also the assessment on each lot and parcel of land assessed shall be divided into Five (5) installiments, the first of which installâ€" ments sh&ll include at least twenty per cent (20%) of the assessment, together with all fractional amounts; and the aggregate amount and multiples of one hundred ($100.00) dollars. Said installments shall be due and payable in the manner and at the time as provided by law, at an interest rate of six (6) percent per annum; and, for the purpose of anticipating the collection of the secpnd and succeeding installments of said assessment for said improvement, bonds shall be issued payable out of said installments, bearing interest at the rate of six (6) per ceAt per annum. payable annually. Said bonds shall be issued in accordance with and shall in all repects conform with the provisions of said Act of the General Assembly of the State of Illinois, as now in force, and shall be signed by the Mayor and attested by the City Clerk, under the corporate seal of said City. â€" 4j SECTION V. That the Corporation Counsel of the said City be and is hereby directed to file a petition in the County Court of Lake County, Iilinois, mmomneumaqummmu_o-ml_?gmw visions of this ordinance, and in manner prescribed by law. 5 SECTION VI That all ordinances or parts of ordinances conflicting with this ordinance be and the same are hereby repealed. _ d ie e TO THE BOARD OF LOCAL IMPROV OF THE CITY OP HIGHLAND PARK, with combined curb and gutter, necessary drainage and otherwise improving of South Green Bay Road, from and connecting with the existing concrete paveâ€" ment in North Green Bay Road at the north line extemded of Central Avenue, thence southâ€"easterly in said South Green Bay Road to and comnecting with mmmpmnmmu-nmu.mwn mm,mu-umaâ€"-mmn‘-â€"v«-nwu dxty-lho(fl.)mn_thnmnnd-no-flulsv-mm.n measured along the center line of said South Green Bay Road, same being approximately ninetyâ€"six (96) feet northâ€"westerly, as measured along t line of South Green Bay Road, of the intersection of the center line South (reen Bay Road and Edzewood Road extended from the w center ‘fi':«"’-r-ou"" Road being the south line of the southâ€"east oneâ€" quarter (SEâ€"4) mMfi%(“ldmm-d: (26), Township fortyâ€"three (43) North, Rang mu(l‘l_)_ m Third EO Eo e e t e o e P (3rd) Principal Meridian, including the street returns at all intersecting streets as far as the street lines extended of said South Green Bay Road, except, that at Central Avenue the proposed reinforced Portland cement concrete pavement shall connect to the existing concrete pavement extended from the west at the mmuum‘:‘muâ€".mummm cleven (11) to twenty (20 feet easterly, as measured at right angles from the C10VOM (71} VD PWORC (2D MURC PRMUUMEV MB PPSITD CC C PCA w;mm«mmmâ€"nm;-â€"wn‘s-&n cnwA_wm'mmwmm;nmc shall connect to the bituminous macadam pavement extended from the east at distances variable from ten (10) feet to twentyâ€"four (24) feet west, as measured at right angles from the easterly line extended of said South Oreen Bay Road:; and except, that at Oakwood Avenue the proposed reinforced PortJand cément concrete pavement shall connect to the existing bituminous macadam pavement in said Oakwood Avenue at a line normal to the center line of said mmtuwn-mmmmfi(n‘mm‘ easterly eassterly line extended of said South Gréen Road, as m.mm“e-wllnd-flrm.m Avenue; and except, that at Glencoe Avenue mmm cement concrete pavement shall connect to the mnv_-t extended from the east in said Glencoe Avenue at distances variable two (2 feet easterly to two and oncâ€"half (2%) feet westeriy, as measured at right -wâ€"mm:mnâ€"-wu-nmormwuu;m-- l‘l,nz.:.\-tu)mtmdmm-mm-â€"-- South Bay Rosd extended. ‘The said relnforced Portland cement concrete pavement shall be ten (10) inches uniform thickness for the entire area of the pavement siab, and shall be thirty (30) feet in width, except at street intersections, where it shall be widened along curved lines to meet the existing pavements. me ng curved Anes °D ENOCE CC OMINAITE PCs LE L uis â€"â€"_ Along eich side of and adjoining said proposed concrete pavement there Along side of and adjoining said proposed ad < ‘nuex-eflnmmmmfl'yfl“m gutter for the required airâ€"entrainment usually ‘varies from 40 to 50 milliliters per bag of cement. The amount to be used in any given case will be deâ€" termined by the Engineer, as the work progresses. Neutralized Vinsol resin, Obtained commercially in powder form under ;'M.odmm.mwmthflnl airâ€"entrainment usually varies from 0.005 to 0.015 per cent by weight of mmgmmmuwummufi “:x-.'rlfidmmm :u.d‘u-“. Vinsol shall be dissoived in water of P. or warmer. Rapid stirâ€" ring and a temperature of 125° F. will produce a speedy solution of 20 amount of water may be used, if necessary, to facilitate the addition of the solution through the dispenser. The amount used at the mixer in and given case shall be determined by the Engineer,.as the work proâ€" RIZLY NOTE: Vinsol resin (not preâ€"neutralized) obtsined in powdered flake m-uum-mmm--,um?zm. solution of sodium nydrozide and water. Because of the caustic properâ€" water for each pound of ties of the sodium hydroxide, “‘7'7!'::‘““ on of the solution is somewhat hazardous, and it is : mended that the Vinsol resin be obtained in SECTION VIL That this ordinance shall be in force from and after its directions for neutralizing the upon request, ___ _ _ _ _ I hereby submit an estilnate of the probable cost for the improvement, by thirteen (13) feet easterly of and paraliel to the easterly line of said (Continued from page 6 th, 3% inches; length, 8 inches. S stone, pebbles or particles of lime. in liquid form. The amount necessary resulting in a solution of 10 per : Vinsoi resin be obtained in s described above. However, on the job will be furnished ige and otherwise improving of | _ to construct said manholes. The concrete for said ith the existing concrete paveâ€" bottoms shall be composed of Portliand cement. e extemded of Central Avenue, sand, gravel.and water mixed in the same proporâ€" Road to and connecting with hum--nflru-lqnm Bay Road at a line normal to . ‘same tests as the concrete for combined curb and seventyâ€"one hundred and and gutter, complete in place at $160.00 each ... id Central Avenue extended, 85| r:em No. 6. 1 catch basin, of an sverage inside depth of seven Green Bay Road, same being (7) feet, the walls of which shall be constructed of , as measured along the center precast segmental Portland cement concrete blocks, concrete pavement, 40 to 50 milliliters of cold drawn En.u-flmm&v‘&cfln&wflm;‘flmm- m-v-l&-fl:-om distant thirtyâ€"five (35) feet westerly of the westerly extended of South Green Bay Roed, (as measured along the northerly of said combined curb and gutter); &lso, at â€"the southâ€"west md»â€"@nu-n.mm«-â€"zmmmm- crete curb and the bituminous macadam gutter along the southerly edge of the -mzm-mwâ€"mh-uwumcm- two ( )mm&dumh-uuumnmâ€"mm (as measured along t !IM_*_C.H_MG\{NM‘\:&:.D Avenue. distant t Greén Bay Road, Greén Bay Road, (as measured along and gutter). _ Also, at the southâ€"east corner of ! Also, at the southâ€"east corner of Lincoln Avenue, so as to meet and connect mm-u:mmmmmm.mwmm southerly line fiwmumlm-flm Avenue, distant twenty (20) easterly of the easterly line extended of South aâ€"m,u(uwmmmnummmm Also, at the northâ€"east corner of DeTamble Avenue, so as to meet and conâ€" nect with the existing concrete curb and the bituminous gutter along the northerly line of the existing bituminous macadam pavement in said DeTamble Aven distant fortyâ€"three .(43) feet easterly of the easterly line extended of ‘cmziâ€"mlnu(ummmmupu-um curb and gutter). T B se e se it o on d oo PCE a o wity tns thisting apncrete $urb u:th-u edge of the existing b Avenue, distant twenty (20) feet WY P00 PMODET _ _ Also, at the southâ€"east corner of DeTamble Avenue, so as to meet and conâ€" nect with the existing concrete curb and the bituminous macadam gutter along thm..d“uwmm_.la“m- ‘Tamble Avenue, distant twentyâ€"seven (27) feet easterly of the easterly line exâ€" tended of South Green Bay Road (as measuredâ€"along the southerly edgé of said mmm). Also, at the corner of Ridgewood Drive,â€"so as to meet and connect with the existing concrete curb and the bituminous macadam gutter along the mnum-fi;m.n“th-uwmn. j qi cthh is B 2 8 .c ces hss hi Tinyy e varc s Dhraar en t pror ce EC Ridgewood Drive, distant fortyâ€"cight (48) feet easterly of the easterly line exâ€" tended of South Green Bay Road, (as measured along the southerly edge of said combined curb and gutter). s mwtflmmm,muflu.m the trenching. construction of the storm sewers, connecctions to the Road, (as meagu Also, at the nect with the « the subâ€"grade, trenching, construction of the storm sewers, connecctions to the wmmumnmmm manhole catch basins, catch basins and inlets; construction of conâ€" crete block ‘manholes, inlet manholes, manholeâ€"catch basins, catch basin and m:mmmmq:mmmmmm with limestone screenings under any portion: theâ€"proposedâ€"pavement or combined mmmmmmmm&nmmtm tunnels under existing pavements which are to remain: or under existing drains, ie eR ELCA IOO L NScais crete block ‘manholes, inlet manholes, manholeâ€"catch basins, catch basin and m:mmmmq:mmmmmm with limestone screenings under any portion: theâ€" proposedâ€"pavement or combined mmmrmwmmqummm?tm Amprovements from injury by reason of said valve vaults / and all rubbish created by the construction of said proposed improvement, and mmmwmm,mmnmmtmm- mmwmnm-ummpm:,mmm City of Highland Park, Lake County, Ilinois. * * ‘The estimated cost of said proposed improvement, including all labor, maâ€" mmmmmhvmwnmmmmemum hevent on e o t on UE H e L EPE B io n onoetteaete o .. $302.795.60 Item No. 2 Item No. 3 Item No. 4. Item No. 5. Item No. 7 : existing concrete curb and the exis the southerly edge of the existing bit walks, and driveways, and the removal and disposal ofâ€"&llâ€"logs, stumps, brush, .vegetation.. rubbish, and . _ other perishable or objectionable matter, and all labor, equipment, tools and incidentals necessary to complete, at $1.25 a cublc yard . 25000 square yards of welded steel wire of the type removal and disposal of all edrth, subâ€"grading. furâ€" nishing and placing of all borrow which may be reâ€" quired, placing all fil1, M,'?'f‘,‘:t“'x‘fl sting paveâ€" bars, ticâ€"bars, sockets, chairs, &nd pins, metal partâ€" ing strips, if used. metal base and oak headers, the mmphmpdmmummmmm- m«mmwwmmm; for all curing, all labor, equipment, tools and inciâ€" â€"dentals necessary to construct said pavement in place. at $4.86 a square yard _‘ ________________ 14615 lineal feet of plain Portiand cement concrete combined curb and gutter, concrete to equal that for specified, weighing approximately.78 pounds per 100 square feet, laid complete in place as shown in the concrete pavement of ten (10) inches uniform thickâ€" mess. The concrete shall be composed of ‘Portiand cement, torpedo sand, gravel, and water,â€"mixed in .. _ k such proportions so as to produce aâ€"workable, plasâ€" tic, concrete, having a compressive strength of not less than 3500 pounds a square inch and a modulus 7 of rupture of not less than 650 pounds a square inch. at the age of fourteen days when tested by standard . â€" * tools and incidentais required, at $0.45 per square grade, all concrete materials, all bituminous fibre expansion joints, dowel bars and sockets, cufing, and all labor, equipment, tools, and incidental expenses mhm.flmmwblnd;ut- ter complete in place at $1.75 a lineal foot . 12 manholes of an average inside depth of seven (7) feet, the walls of which shall be of precast segâ€" mental, Portliand cement concrete blocks 5 inches thick, bottoms, or floors, in two courses, the bottom course six inches thick and extending to the outâ€" side face of the walls, and the top course of an average thickness of oneâ€"haif the outside diameter of the pipe passing through the manhole, plus one and oneâ€"half inches and extending to the inside face of the said wall. Blocks laid with full joints of mortar composed ‘by volume of ote part Portland cement and two parts mortar sand, mixed with suffiâ€" dnt“n-n.nw:u-mml diaâ€" meter of each manhole three and oneâ€"half feet, exâ€" cept the top two (2) feet which shall be uniformly reduced to a diameter of two (2) feet at the top of the walls so as to fit the 540 pound Highland Park sixteenâ€"(16) inches apart center to center:Â¥rom eight inches below the top of said walls to the bottom, the space outside of the walls backfilled with screenâ€" ings if in the paving area or within two fect of the curb, otherwise backfilled with earth, including all materials, excavation, backfllling, flushing, dispossl of surplus materials, sheeting, pumping and all labor, equipment, tools and incidentals necessary same tests as the concrete for the combined curb and gutter, complete in place at $160.00 each ... 1 catch basin, of an average inside depth of seven (7) feet, the walls of which shall be constructed of precast segmental Portland cement concrete blocks, mmdm. -n‘.“d‘,:ti €, gravel ““h@--m&lh&!-@c bottom shall be six inches thick and shall extend to the outside face of the walls. Blocks shall be laid with full joints of mortar composed by volâ€" mixed with sufficient water to make a plastic mass. The internal shall be three and oneâ€"half (3â€"%) feet :5_, the top surface of the bottom to a w-ma&nn-n.-:umm.mu which plane diameter decrease uniformly to two (2) feet of the top of said walls, so as to {it and support the 500 pound catch basin tops to be surface of the bottoms shall be three (3) feet below the flow line on inside bottom of the lowest conâ€" catch basins complete in place at $150.00 each ... 32 manhole catch basins, of an -n&_‘t Gepth of seven and oneâ€"half (7â€"%) feet, .srails of which shall be constructed of precast, segmental Bottoms or floors shall be of fix inctes tmick ana shairextend to the outside face of the walls. Blocks shall be laid with full joints of m*mmmmuaun e pavement at the northâ€"west corner of onnect with the existing concrete curb and the bitumâ€" curb and the I THE PRESS tuminous macadam pavement in said Lincoin -md:hnn-:ln-“dm iong the northerly edge of said combined curb all surplus materials, excavated or otherwise, so as to meet and connect macadam gutter along the five inches thick. $11,625.00 $11,655.00 Item No. 10 Item No. 11 Item_ No. Item No. 16. 26 lineal feet of ten (10).inch internal diameter mte'ir_hult'm-wdwwold‘hlm !_ne-l_nl_( C %) feet, complete in place, at $3.00 per 14. 17 mortar, composed by volume of one part Portlan cement. two parts mortar sand, and mixed with .mmnun.:mumw diameter shall be four (4) from the top surface dh..‘--urnmn-wt ) -n.?r prj mmwfi’“(’l feet said walls so as and m-mzmamwmumm mmnm-.::mn-.mw diameter shall be four (4) from the top surface dh..n-burnmmw( ) “w prj mmww"fll feet said walls so as and s n-”w:uandntqnmbmm « part of said manhole catch basins. The top surâ€" face of the bottom shall be three" feet below the flow line or inside bottom of the: outlet pipe of the storm sewer connecting to said manhole catch basins. ‘The space outside of said walls shall be backâ€" basins. The space outside of said walls shall be backâ€" pDMIPMME, M M NOC PGPPPMIPCC OPCC PIOITC â€" cidentals necessary to construct said inlet manholes, complete, at __160.00 each ________....___._.__._._.__â€" 36 iniet manholes, in all respects the same as for Item No. 9, except that the average inside depth shall be six (6) feet and a 500 pound catch basin top shall be furnished, complete, at $155.00 each _‘_.. . 2 Manhole catch basins, in all respects the same as for item â€"No. 7, except that the inside average depth shall be seven (7) feet and a 540 pound manâ€" hole too shall â€"be furnished. complete, at. $160.00 m t s ovisrmninly ol +â€" en o+ mflmm.quwt.mmm- m-mmwm-l‘-‘l- hole catch complete in place at $155.00 each .. 23 inlets of an inside depth of two (2) feet, the -dnegnuâ€"nummw-g- mental Portliand cement concrete five (5) inches thick. Bottoms or fioors shall be of concrete â€"-â€"m‘h&.mwum-m manner and conforming to same tests as the concrete for the combined. curb and gutter. Said bottoms shall beâ€"six inches thick, and shall extend to the outside face of the #hlls. Blocks shall be laid with full joints of mortar, WRets MVRD ReMRME C PPR TD CR CR one part Portland cement and two parts mortar sand. mixed with sufficient nt.\onmuu&: mass. The internal diameter shall be two from the top surface of the bottom to the top of the walls, and shall support the 500 pound catch basin tops to be furnished as a part of said inlets. The pwummmnnucrw Withâ€"the flow line or inside bottom of the storm of the walls be backfilled â€" with limestong seven and oneâ€"half (7â€"%) feet, the walls of which shall be constructed of precast segmental Portland cement concrete blocks, five (5) inches thick. Botâ€" conforming to the same tests as the concrete for the combined curb and gutter. Said bottoms shall be the same as for the manholes under Item No. 5. two parts sand. mixed with sufficient water to make w plastic mix. The internal diameter shall be four (4) feet from the top surface of the bottom to & plane two and oneâ€"half (2â€"%4) feet from the top of said walls from which plane the diameter shall éecrease eccentrically to two (2) feet at the top of said walls so as to fit and support the 540 pound nmug-mpammhh_‘dnlp_-@d-lgmm iron steps, set in the wall, and spaced sixteen (16) inches apart center to center from eight (8) inches below the top of said walls to the bottom, the space outside ‘of the walls backfilled with screenâ€" ings if in the paving area or within two (2) feet earth. including all materials, excavation, backfillâ€" © ing, flushing. disposal of surplus materials, sheeting, All of the following three items shall be constructed of concrete sewer pipe, bell and spigot type. The size of the pipes as given blow refers to the internal diamheter. Joints for the pipes shall be made of cement mortar composed by volume of one part Portifind cement and two parts mortar sand mixed with sufficient. water to make a plastic mass.. The screenings mixed with cement, all tamping, f) tunnelling. all foundation work, all backfilling with 710 lineal feet of twehtyâ€"four (24) inch internal diameter storm sewer laid at an average â€"depth of six. and oneâ€"half (6â€"%;) feet complete in place at 887 lineal feet of twentyâ€"ome {21) inch internal diameter storm sewer laid @t=amâ€"average depth of eight (8) feet, complete in place at $5.50 a_ lineal sheeting and shoring, pumping, protection of ‘¢xistâ€" ing improvements and utilities, removal of all surâ€" plus materials, all labor, materisis, equipment, tools, and incidental expense necessary to construct said starm sewer complete in place. & 1714 lineal feet of eighteen (18) inch internal diameter storm ‘sewer laid at an average depth of eight and oneâ€"half (8â€"14) feet, compfete in place, at $5.00 per lineal f00t ._________:.....___._______. All of the following three items shall be constructed paved invert. The size of the pipes as given below refers to the internal diameter. All pipe shall be in lengths sufficient to extend between the points to be connected by said sewer without intermediâ€" ate joints. The unit price per lineal foot for each sewer complete in place. â€" 52 lineal feet of tweive (12) inch internal diameter storm sewer laid at an average depth of five and oneâ€"half (5â€"1;) feet, complete in place, at $3.00 per necessary tunnelling, all Beckfilling with earth, and limestone screenings, ~and _limestone . screenings mixed with cement, all tamping,‘flushing, sheeting 170 lineal feet of eight (8) ifch internal diameter storm sewer laid at an Average depth of five (5) feet, complete in place, st $2.75 per lineal foot ... All of the following four items shall be constructed of concrete sewer pipe or vitrified clay sewer pipe, all of bell and spigot type. Whichever material is chosen by the contractor. shall be used throughout the improvement covered by said following four items, and the two kinds of pipe shall not be used interchangeably. The size of the pipes as given beâ€" low refers to the internal diameter. Joints for the pipe shall be made of cement mortar composed by 'olu-notgl.ytr_tmmt.mmd mortar sand, mixed with sufficient water to make a plastic mass. The price bid for each size of storm sewer shall include all trenching, all necessary tunâ€" meter storm sewer laid at an average depth of six and oneâ€"half (6â€"!;) feet complete in place at $3.50 2667 lineal feet of twelve (12) inch internal diâ€" ameter storm sewer laid at an average depth of six and oneâ€"half (6â€"%) feet complete in place at $3.15 catch basins and ‘existing storm manholes, shall be ‘done by~cutting out a portion of the wall of said catch basins or manholes, large enoughg to insert the size pipe as showil in the following ten items respectively, said pipe shall be securely cemented in one (1) part Portland cement and two (2) parts mortar sand, mixed with sufficient water to make a plastic mass, including necessary extra excaâ€" vation, plugging of m.:zun outiets in catch at Central Avenue, complete in place, at $5.00 .... 2 ten (10) inch vitrified clay sewer pipe or conâ€" crete sewer pipe connection to catch basin, one in Laure!l Avenue and one in Drive, -‘umawu“muao”:.‘ 1 twelve (12) inch vitrifed clay sewer pipe or complete in piace, at $7.00 each ... 1 eight (8) inch m"l'n clay sewer crete sewer pipe conmection to existir I.:-w*.-- to existing manhole $4,260.00 $ $7,020.00