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R-94-00 10/23/00VILLAGE OF LEMONT RESOLUTION NO. -/ " co DATE OF APPROVAL /o -, o o0 RESOLUTION AUTHORIZING LETTER OF CREDIT REDUCTION FOR ROLLING MEADOWS SUBDIVISION PHASE I WHEREAS pursuant to the Subdivision Regulations, an owner or developer of a subdivision is required to deposit certain security or evidence thereof with the Village of Lemont to guarantee the installation of such improvements; and WHEREAS in the matter of Rolling Meadows Subdivision Phase I, located south of 127th Street, on April 24, 1997 an Irrevocable Letter of Credit #192 in the amount of $621,558.56 was deposited in the Village of Lemont; and WHEREAS, on June 11, 1999, Irrevocable Letter of Credit #192 was reduced by $409,673.64 to an existing amount of$211,884.92, as requested by Jurinek & Riskus and approved by the Village Board of Trustees; and WHEREAS on May 19, 2000, Jurinek & Riskus made application for Irrevocable Letter of Credit #192 Reduction Number 2 in the amount of $85,099.94; and WHEREAS a duly authorized agent of the Village of Lemont has inspected certain portions of the improvement and has found these portions to have been satisfactorily installed; NOW, THEREFORE, BE IT RESOLVED by the President and Board of Trustees of the Village of Lemont that SECTION l: Preliminary approval pursuant to the Lemont Subdivision Control Ordinance is hereby granted for the improvements identified in Attachment A and attached hereto. 142. SECTION 2: The Irrevocable Letter of Credit #,j. 9 or Rolling Meadows Subdivision Phase 2 is hereby reduced to $ 126,784.97. NOW, THEREFORE, BE IT RESOLVED by the President and Board of Trustees of the Village of Lemont that the Irrevocable Letter of Credit #192 for Rolling Meadows Subdivision Phase I is hereby reduced to $126,784.97. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL, AND DU PAGE, ILLINOIS, on this day of Dc,-1-4e41 , 2000. John Benik Deborah Blatzer Keith Latz Connie Markiewicz Rick Rimbo Mary Studebaker AYES NAYS PASSED ABSENT Approved by me this 3{el day of Cut.0191i , 2000. Attest: Z RESOLUTARDROLLMI.LOC 2 SNESKI, Village President STRAND ASSOCIATES. INC. 2400 Glenwood Avenue Suite 226 Joliet, Illinois 60435 Phone: (815) 744 -4200 Fax: (815) 744 -4215 May 19, 2000 Mr. Stephen May, P.E. - Village Engineer Village of Lemont 418 Main Street Lemont, Illinois 60439 MAY 1 2 >i 2',,(,� ENGINEERING DEPAi Re: Rolling Meadows Subdivision Phases 1 and 2 Letter of Credit Reduction No. 2 Dear Steve: We have reviewed the request from Intech Consultants, Inc. on behalf of the developer, Jurinek and Riskus, for reduction of the Letter of Credit for Phase 1 and the Letter of Credit for Phase 2 of the Rolling Meadows Subdivision. Based on the work completed to date we recommend the following reductions: Reduce Letter of Credit for Phase 1 by $85,099.94 to $126,784.97. Reduce Letter of Credit for Phase 2 by $115,985.24 to $430,926.56. Attached are breakdowns for the remaining Letters of Credit following these reductions. If you have any questions, please call. Sincerely, STRAND ASSOCIATES, INC. Michael R. Waldron, P.E. MRW\deS:\ @SAI \401 --450 \424 \727 \WRD\LOCreduce.2.wpd cc: . Tim Teddy, Dan Fielding, Steve Jones, John Antonopoulos - Village of Lemont John Jurinek - Jurinek and Riskus Scott Schreiner - Intech Consultants, Inc. EXCELLENCE IN ENGINEERING SINCE 1946 Madison, WI • Louisville, KY • PEH - Lexington, KY LETTER OF CREDIT SUMMARY PROJECT: Rolling Meadows Phase I LAST UPDATE: May 4, 2000 REDUCTION NUMBER: 2 CATEGORY COST PREVIOUSLY THIS ORIGINAL RELEASED REQUEST REMAINING Grading $80,818.50 $50,307.50 $30,511.00 $0.00 Paving $212,107.50 $126,408.50 $28,250.90 $57,448.10 Street Lighting $15,000.00 $0.00 $15,000.00 $0.00 Sanitary Sewer $75,647.00 $75,647.00 $0.00 $0.00 Watermain $58,323.85 $58,323.85 $0.00 $0.00 Storm Sewer $55,350.00 $53,467.50 $1,882.50 $0.00 Totals $497,246.85 $364,154.35 $75,644.40 $57,448.10 LETTER OF CREDIT CONSTRUCTION ESTABLISHED AT COST 125 % ORIGINAL VALUE $497,246.85 $621,558.56 VALUE OF COMPLETED WORK TO DATE $439,798.75 $549,748.44 10 % RETAINAGE $43,979.88 $54,974.84 PREVIOUS RELEASES NO. 1 $327,738.92 $409,673.65 NO. 2 $0.00 $0,00 NO. 3 $0.00 $0.00 NO. 4 $0.00 $0.00 VALUE TO RELEASE $68,079.96 $85,099.94 REMAINING VALUE .$429,166.90. 4636,458.62 /2(4 . )E'-/ LETTER OF CREDIT PROJECT: Rolling Meadows Phase I LAST UPDATE: May 4, 2000 remaining REDUCTION NUMBER: 2 CATEGORY ITEM UNITS QUANTITY COST ORIGINAL PREVIOUSLY RELEASED THIS REQUEST REMAINING UNIT COST ORIGINAL PREVIOUSLY RELEASED 1NIS REQUEST REMAINING GRADING Topsoil Excavation CY 9052 9052 0 0 $1.50 $13,578.00 $13,578.00 $0.00 $0.00 Earth Excavation CY 11314 11314 0 0 $2.00 $22,628.00 $22,628.00 $0.00 $0.00 Remove Excess Mat'I Otfsite CY 1 1 0 0 $6.30 $6.30 $6.30 $0.00 $0.00 Topsoil Rept. 6" SY 11746 11746 . 0 0 $1.20 $14,095.20 $14,095.20 $0.00 $000 Seeding (R.O.W.) AC 1.1 0 1.1 0 $2,700.00 $2,970.00 $0.00 $2,970.00 $0.00 Sodding (Detention Areas) SY 9196 0 9196 0 $2 25 $20,691.00 $0.00 520,691.00 50.00 Silt Fence LF 2740 0 2740 0 52.50 $6,850.00 $0.00 $6,85000 50.00 SUBTOTAL $80,818.50 $50,307.50 $30,51100 50.00 PAVING Fine Grading SY 7550 7550 0 0 50.60 $4,530 00 $4,530.00 $0 00 50.00 B6.12 Curb & Gutter LF 2792 2792 0 0 510.00 $21,920.00 $27,920.00 $0.00 $0.00 Rolled Curb & Gutter LF 446 446 0 0 $8.00 $3,568.00 $3,568.00 $000 $0.00 Bit. Mat'I Prime Coat GL 2240 2240 0 0 $3.70 $8,288.00 58,288.00 $0.00 $0.00 14" Agg. Base, CA -6 SY 6675 6675 0 0 $8.40 $56,070.00 $56,070.00 $0.00 50.00 2.0" Bit. Conc. Binder , CI I SY 6675 6675 0 0 $3.90 $26,032.50 $26,032.50 $0.00 $0.00 1S Bij 09110. Blndgr (Ent) SY 320 0 0 320 $3.90 $1,248 00 $0.00 50 00 $1,248.00 12 0 "SICO(to' Surface CI I SY 6675 0 0 6675 54.40 $29,370011 $0.00 $0.00 $29,370.00 ,1 ,54,, BI(,tcgnc Surface (Ent) SY 320 0 0 320 $3.30 $1,056.00 $0.00 $0.00 $1,056.00 8'+ Bit; Base (BAM) (Ent) SY 320 0 256 64 $18.90 $6,048 00 $0.00 $4,838.40 51,209.60 ,.,.6".Agg, aseCA- 61ENT) SY 320 0 0 320 $3.60 $1,152.00 $0.00 $0.00 $1,152.00 .5P1C 0 Sidewalk SF 18730 0 9365 9365 $2.50 $46,825.00 50.00 523,412.50 $23,412.50 SUBTOTAL 5212,107.50 $126,408.50 $28,250.90 557,448.10 STREET LIGHTING 250 W. Street Light(25' Pole) EA 6 0 6 0 $2,500.00 $15,000.00 $0.00 $15,000.00 50.00 SUBTOTAL $15,000.00 $0.00 515,000.00 $0.00 SANITARY SEWER 15" Dia. PVC 0 20 - 23' IF 760 760 0 0 542.00 531,920.00 531,92000 $0.00 50.00 15" Dia. PVC 0 18 - 20' IF 362 382 0 0 $40.00 $15,280 00 $15,280 00 $0 00 50.00 15" Dia. PVC 0 12 • 14' IF 355 355 0 0 536.00 512,780.011 $12,780.00 $0.00 $0.00 8" Dia. PVC LF 20 20 0 0 $17.50 $350.00 $350.00 $0.00 50.00 48" Dia. Manhole 16 -21' EA 1 1 0 0 $2,000.00 $2,000.00 $2,000.00 $0.00 50.00 LETTER OF CREDIT PROJECT: Rolling Meadows Phase I LAST UPDATE: May 4, 2000 REDUCTION NUMBER: 2 :remaining CATEGORY ITEM UNITS QUANTITY COST ORIGINAL 48" Dia. Manhole 21, -25' Drop Pipe Assembly Trench Backfill Material _ SUBTOTAL EA EA CY 4 1 176 PREVIOUSLY RELEASED 1 176 THIS REQUEST 0 0 REMAINING UNIT COST ORIGINAL PREVIOUSLY RELEASED THIS REQUEST REMAINING 0 0 $2,520.00 $685.00 $14.50 $10,080.00 $685.00 $2,552.00 $75,647.00 $10,080.00 $685.00 $2,552.00 $75,647.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 WATER MAIN 10" Dia. DIP � _ 8" Dia. DIP �_ 10" Valve w/48 8 , V__. autt 8" Valve in box Fire Hydrant w /Aux Valve Trench Backfill Material Polyvinyl Wrapping SUBTOTAL LF LF EA EA EA CY LF 1664 223 5 3 7 110 1887 1664 223 5 3 7 110 1887 0 0 0 0 0 0 0 0 0 0 0 $19.50 $16.50 $1,525.00 $725.00 $1,260.00 $14.50 $1.05 $32,448.00 $3,679.50 $7,625.00 $2,175.00 $8,820.00 $1,595.00 $1,981.35 $58,323.85 $32,448.00 $3,679.50 $7,625.00 $2,175 00 $8,820.00 $1,595.00 $1,981.35 $58,323.85 $0.00 $0.00 ............ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 STORM SEWER 36" Dia. RCP 24" Dia. RCP Dia. RCP 18" Dia. RCP 15" Dia. RCP 12" Dia. RCP Special Structure 48" Dia. Manhole 48" Dia. Catch Basin 24" Dia. Inlet 36" Conc. End Section 24" Conc. End Section 21" Conc. End Section 18" Conc. End Section 15" Conc. End Section Trench Backfill Material .......... ..._.... Straw Bales Stone Rip -Rap SUBTOTAL LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA CY EA SY 3 20 94 378 498 552 1 7 6 8 1 1 1 3 5 170 12 218 3 20 94 378 498 552 1 7 6 8 1 3 5 170 0 133.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 84.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $30.00 $26.00 $20.00 $19.00 $16.00 $14.50 $1,800.00 $900.00 $950.00 $475.00 $600.00 $475.00 $460.00 $440.00 $420.00 $14.50 $9.00 $21.00 $90.00 $520.00 $1,880.00 .............. $7,182.00 $7,968.00 $8,004.00 $1,800.00 $6,300.00 $5,700.00 $3,800.00 $600.00 $475.00 $460.00 $1,320.00 $2,100.00 $2,465.00 $108.00 $4,578.00 $55,350.00 $90.00 $520.00 $1,880.00 $7,182.00 $7,968.00 $8,004.00 $1,800.00 $6,300.00 $5,700.00 $3,800.00 $600.00 $475.00 $460.00 $1,320.00 $2,100.00 $2,465.00 $0.00 $2,803.50 $53,467.50 $0.00 $0.00 .... ............ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $108.00 $1,774.50 $1,882.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 LETTER OF CREDIT SUMMARY PROJECT: Rolling Meadows Phase II LAST UPDATE: May 4, 2000 REDUCTION NUMBER: 2 COST PREVIOUSLY THIS CATEGORY ORIGINAL RELEASED REQUEST REMAINING Grading Paving Street Lighting Sanitary Sewer Watermain Storm Sewer $318,777.00 $279,332.00 $32,295.00 57,150.00 $519,003.20 $330,996.10 518,405.00 $169,602.10 $50,000.00 $0.00 $42,500.00 $7,500.00 $337,012.50 $337,012.50 $0.00 50.00 $235,369.25 5235,369.25 $0.00 $0.00 $315,049.60 $303,603.60 $9,898.00 $1,548.00 Totals $1,775,211.55 $1,486,313.45 $103,098.00 CONSTRUCTION COST LETTER OF CREDIT ESTABLISI IED AT 125 % ORIGINAL VALUE VALUE OF COMPLETED WORK TO DATE 10 % RETAINAGE PREVIOUS RELEASES NO. 1 NO. 2 NO. 3 NO. 4 VALUE TO RELEASE REMAINING VALUE $1,775,211.55 $1,589,411.45 $158,941.15 $1,337,682.11 $92,788.20 $344,741.24 $2,219,014.44 51, 986, 764.31 $198,676.43 51,672,102.64 $0.00 $0.00 $0.00 5115,985.24 5430,926 56 0..ck coo 1,sio t 85 too 'L,s }.2,5 JRR't) d LETTER OF CREDIT PROJECT: Rolling Meadows Phase II LAST UPDATE May 4, 2000 remaining , REDUCTION NUMBER: 2 CATEGORY QUANTITY COST ITEM PREVIOUSLY THIS UNIT PREVIOUSLY THIS UNITS ORIGINAL RELEASED REQUEST REMAINING COST ORIGINAL RELEASED REQUEST REMAINING 72" Dia. Catch Basin' EA 2 2 0 0 $2,000.00 $4,000.00 $4,000.00 $0.00 $0.00 72" Dia. Manhole EA 3 3 0 0 $1,800.00 $5,400.00 $5,400.00 $0.00 $0.00 60" Dia. Manhole EA 12 12 0 0 $1,260.00 $15,120.00 $15,120.00 $0.00 $0.00 48" Dia. Manhole EA 41 39 2 0 $900.00 $36,900.00 $35,100 00 $1,800.00 $0.00 48" Dia. Catch Basin EA 23 23 0 0 $950.00 521,850.00 $21,850 00 $0.00 50.00 24" Dia. Inlet EA 35 35 0 0 5475.00 $16,625.00 $16,625.00 $0.00 50.00 30" Conc. End Section EA 1 1 0 0 5605.00 $605.00 $605 00 $0.00 $0.00 24" Conc. End Section EA 1 1 0 0 $475.00 $475.00 $475 00 50.00 $0.00 15" Conc. End Section EA 2 2 0 0 $420.00 $840.00 $840.00 50 00 $0.00 Trench Backfill Material CY 340 340 0 0 $14.50 $4,930.00 $4,930 00 $0.00 01.0 @le$ EA 172 0 0 172 59.00 $1,548.00 $0.00 $0.00 $1,548.00 Stone Rip -Rap SY 70 0 70 0 $21.00 51,470.00 50.00 51,470 00 0.00 Paved Ditch SF 522 522 0 0 52.30 $1,200.60 51,200.60 $0 00 $0 00 SUBTOTAL $315,049.60 5303.60360 59,898.00 51,548.00 LETTER OF CREDIT PROJECT: Rolling Meadows Phase II LAST UPDATE: May 4, 2000 remaining REDUCTION NUMBER: 2 CATEGORY ITEM QUANTITY COST UNITS ORIGINAL PREVIOUSLY RELEASED THIS REQUEST REMAINING UNIT COST ORIGINAL PREVIOUSLY RELEASED THIS REQUEST REMAINING Grading Topsoil Excavation CY 63956 63956 0 0 1.5 595,934.00 595,934.00 $0 00 50 00 Earth Excavation CY 64319 64319 0 0 2 $128,638.00 5128,638.00 50.00 50.00 Topsoil Repl. 6" (Lot 115, ROW) SY 7260 0 7260 0 1.2 58,712.00 50.00 58,712 00 50.00 Sodding SY 7260 0 7260 0 2.25 516,335.00 50.00 516,335.00 50.00 Geotextile Fabric SY 70 0 70 0 1.4 598.00 50.00 598.00 50.00 lj?ll Fel' 1` e::4;,) LF 5720 0 2860 2860 2.5 $14,300.00 50.00 57,15000 alaatkam Retaining Wall SY 2738 2738 0 0 20 554,760.00 554,760.00 $0.00 50.00 SUBTOTAL $318,777.00 5279,332.00 532,295.00 57,150.00 PAVING Fine Grading SY 22514 22514 0 0 50.60 $13,508.40 513,508.40 $0 00 50.00 Rolled Curb & Gutter LF 12271 12271 0 0 58.00 598,168.00 598,168.00 50.00 50.00 10 "Agg. Base, CA -6 SY 19787 19787 0 0 56.00 $118,722.00 5118,722.00 50.00 $0.00 Bit. Malt, Prime Coat GL 6332 6332 0 0 53.70 523,428.40 523,428.40 50.00 50.00 2.0" Bit. Conc. Binder , CI I SY 19787 19787 0 0 $3.90 577,169.30 577,169.30 $0.00 1 110 59 Bil gonc 40* , I ' SY 19787 0 0 19787 53.30 565,297.10 50.00 50.00 $65,297.10 '5" P G.0,§Sidgw} 1c;" (si It '; SF 49084 0 7362 41722 52.50 5122,710.00 50.00 518,405.00 104,305.00 SUBTOTAL $519,003.20 $330,996.10 518,405.00 $169,602.10 STREET LIGHTING !'259 4v,.0600( 4it(it P 9)i t EA 20 0 17 3 $2,500.00 550,000.00 50.00 542,500.00 57,500.00 SUBTOTAL $50,000.00 $0.00 $42,500.00 57,500.00 SANITARY SEWER 15" Dia. PVC (depth = 20' <) LF 250 250 0 0 $48.00 $12,000.00 512,000.00 $0.00 50.00 15" Dia. PVC CO 18 - 20' LF 400 400 0 0 $46.50 518,600.00 518,600.00 $0 00 50.00 15" Dia. PVC ® 16 - 18' LF 114 114 0 0 545.00 $5,130.00 55,130.00 50.00 $0.00 15" Dia. PVC © 13 • 16' LF 645 645 0 0 540.00 525,800.00 525,800.00 50.00 50.00 8" Dia. PVC (depth = 20' <) IF 1351 1351 0 0 536.50 549,311.50 549,311.50 $0 00 50.00 8" Dia. PVC @ 16' - 18' IF 140 140 0 0 526.50 53, 710.00 53,710.00 50.00 50.00 8" Dia. PVC ® 12' - 14' IF 943 943 0 0 520.50 $19,331.50 519,331.50 50.00 50.00 8" Dia. PVC ® 8' - 12' LF 2189 2189 0 0 517.50 538,307.50 $38,307.50 $0,00 50.00 6" Dia. PVC Service (long) EA 50 50 0 0 5760.00 $38,000.00 538,000.00 $0.00 50 00 E. 1/2 N.W.' /4 Sec. 31- 37-11 LEMONT -007 101 P t. yo4 16 47r/11:n 14 • .re OuTOT 110 Al HARVEST 42 101 0.2 erl 15 .04 103 -01 R,,." 99 -009 79 - 915 fft 80 e/. 70 -et 55-0. 23 0 22 -009 DR. 54 -010 ac u` 21 53 -or/ 4 Ii - 19 4RL0NWAY 52 -0,o ,1 0R. sl-009 , 2 27 001 7 e 25 la 37— II -3ID 22-31 13n11093 01.01[•4 nn. 43.. 71 91-11. •..- ty• 99 1444 D.. 999444. rto.0.•10 Mu0O■3 - .1.001 • A..... a 71 •■ b r y n- .. ., 0.33 D.• Cs.. Al n 17. 17.4 3.1 Or1i1 8.. A.p4.00 -.- 00127444 R -02 104 -0r. 98 - eee r 105 -0,5 97 -oa 1D0 -o.. - %-004 107.017 95 -005 5o - 008 • 49 -007 48 -085 • 108 -0.e 94.004 07 040 7 -007 6 as 0 03-001 04 -010 47 -005 40.004 45 -003 • 44 -000 1 43-00, .n 35 009 a DR —l— 728 err {u 108 38 37 'I 30 -art • all -ale 81 UE GRASS a 28 000 0 . 29 eel 'AA of 30.000 . 31-nos • 32 004 33 00 tl 34 one -008 2 009 - as 9 5E Vr5E0 IAN. 7. 1959 LETTER OF CREDIT PROJECT: Rolling Meadows Phase II LAST UPDATE: May 4, 2000 rerrlairling REDUCTION NUMBER: 2 CATEGORY ITEM UNITS r QUANTITY COST ORIGINAL PREVIOUSLY RELEASED THIS REQUEST REMAINING UNIT COST ORIGINAL PREVIOUSLY RELEASED THIS REQUEST REMAINING 6" Dia. PVC Service (short) EA 64 64 0 0 $370.00 $23,680.00 523,680.00 $0 00 50.00 48" Dia. Manhole 25 - 26' EA 2 2 0 0 52,655.00 $5,310.00 *5,310.00 50.00 50.00 48" Dia. Manhole 23 - 24' EA 3 3 0 0 $2,435.00 57,305.00 $7,305.00 50.00 $0.00 4a" Dia. Manhole 21 - 22' EA 1 1 0 0 $2,215.00 52,215.00 $2,215.00 $0.00 $0.00 48" Dia. Manhole 19 - 20' EA 1 1 0 0 *1,995.00 51,995 00 51,995.00 $0.00 50.00 48" Dia. Manhole 17 - 18' EA 1 1 0 0 *1,815.00 *1,815.00 $1,815.00 50.00 $0.00 48" Dia. Manhole 15 - 16' EA 2 2 0 0 $1,635.00 $3,270.00 53,270.00 $0.00 $0.00 48" Dia. Manhole 13 - 14' EA 2 2 0 0 $1,515.00 $3,030.00 $3,030.00 50.00 50.00 48" Dia. Manhole 11 - 12' EA 7 7 0 0 51,395.00 59,765.00 $9,765.00 $0.00 50.00 48" Dia. Manhole 9 - 10' EA 7 7 0 0 $1,275.00 58,925.00 58,925.00 50.00 50.00 San. Service Risers EA 61 61 0 0 5120.00 57,320.00 $7,320.00 50 00 50.00 Drop Pipe Assembly EA 6 6 0 0 $685.00 $4,110.00 $4,110.00 50 00 50.00 Trench Backfill Malarial (main) CY 598 598 0 0 $14.50 58,671.00 58,671.00 $0 00 50.00 Trench Backfill Material (serv) CY 2718 2718 0 0 *14.50 *39,411.00 *39,411.00 50 00 50.00 SUBTOTAL $337,012.50 *337,012.50 50.00 50.00 WATER MAIN 10" Dia. DIP LF 2805 2805 0 0 *19.50 $54,697.50 554,697.50 50 00 50.00 8" Dia. DIP LF 3400 3400 0 0 516.50 $56,100.00 $56,100.00 50.00 50.00 10" Valve Box EA 6 6 0 0 $625.00 $3,750.00 $3,750.00 50.00 50.00 8" Valve Box EA 6 6 0 0 5310.00 $1,860.00 $1,860.00 50.00 50.00 Fire Hydrant w /Aux Valve EA 24 24 0 0 *1,260.00 *30,240.00 530,240.00 50.00 50.00 1" Dia. Cu water Serv. (long) EA 60 60 0 0 5525.00 531,500.00 531,500.00 50.00 $0.00 1" Dia. Cu Water Serv. (short) EA 54 54 0 0 5225.00 *12,150.00 512,150.00 50.00 *0.00 1" Dia. Indiv. valve and box EA 114 114 0 0 $130.00 514,820.00 514,820.00 50 00 50.00 Trench Backfill Material (main) CY 264 264 0 0 $14.50 53,828.00 53,828.00 $0.00 50.00 Trench Backfill Material (serv) CY 1373 1373 0 0 514.50 519,908.50 519,908.50 50.00 50.00 Polyvinyl Wrapping LF 6205 6205 0 0 $1.05 56,515.25 56,515.25 50.00 50.00 SUBTOTAL 5235,369.25 5235,369.25 $0.00 50.00 STORM SEWER '36" Dia. RCP LF 787 787 0 0 $38.00 *29,906 00 529,906.00 $0.00 50.00 30" Dia. RCP LF 476 476 0 0 529.50 514,042.00 514,042.00 $0.00 50.00 24 "Dia. RCP LF 1543 1543 0 0 526.00 540,118.00 540,118.00 $0.00 50.00 18" Dia. RCP LF 1114 1114 0 0 519.00 521,166.00 $21,166.00 $0.00 50.00 15" Dia. RCP LF 1629 1454 175 0 $16.00 526,064.00 523,264.00 $2,800.00 50.00 12" Dia. RCP LF 5020 4756 264 0 514.50 572,790.00 568,962.00 53,828.00 50.00