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ST8505-CS 890531TO GINN, INC. Consulting Engineers 17103 Preston Road Suite 100, LB-118 DALLAS, TEXAS 75248 (214) 248-4900 City of Coppell City Hall DATE I JOB NO. May 31:1989 25.~/270 A~E~I~.~ Frank Trando Belt Line Road - South Street Assessment Proffram WE ARE SENDING YOU I~ Attached [] Under separate cover via ~.._.~,,,,.~, ~.:.,~,~,.~*~A~-' ..... ~ the following items: [] Shop drawings [] Prints [] Plans [] Samples [] Specifications [] Copy of letter [] Change order ~ PTojec·_ Cost COPIES DATE NO. DESCRIPTION 1 5-30-89 5 ConstrUction and Eng]n~.eving Cm_~t .q~n~mn~y. ~mv *h~ nhmre refer_~__c~ ~roi eot FBRA~T COPY1 THESE ARE TRANSMITTED as checked below: REMARKS [] For approval [] For your use [] As requested I~ For review and comment [] FOR BIDS DUE Frank,* [] Approved as submitted [] Approved as noted [] Returned for corrections 19 [] Resubmit [] Submit [] Return copies for approval copies for distribution corrected prints __ [] PRINTS RETURNED AFTER LOAN TO US Per our meeting of Wednesday, May 24, 1989, please find the above referenced material attached which reflects the requested revisions. The final construction and engineering costs cannot be determined until the Contractor submits th~ Request for Final Payment. As a result, the Cost Summa.ryprovided herewith is noted accordingly as "DRAFT COP~'. Please review and comnent if any other revisions are necessary at this time. The final instrument shall reflect the date of Final Acceptance for your records. Please note that Footnote #2 on page 3 has been revised to reflect 480 feet rather than 408 feet of frontage on Belt Line Road - East, SIGNED: kg. ~ ~ 01471. If nl~/osureI Ire not ns notnd, kindly notify us nt . ' ifer, P, Ii, 8ELTLINE ROAD SOUTH - STREET ASSESSMENT ITEM 100.~0 104.10 104.20 110.00 120.00 130.00 131.00 133.00 160.00 169.10 169.20 216.00 249.00 252.00 260.00 264.00 322.10 322.20 340.10 340.20 360.20 401.00 423.00 432.10 432.20 450.00 504.00 512.10 512.20 512.30 530.10 530.20 530.30 530.40 530.50 550.00 666.10 666.20 672.00 676.30 676.40 676.50 676.60 460.00 462.10 462.20 462.30 462.40 462.50 462.60 462.70 462.80 462.90 462.10 462.11 462.12 462.13 462.14 462.15 462.16 462.17 464.10 464.20 464.30 464.40 464,50 464.60 464.70 464.80 464.90 464.10 464.11 471.00 475.10 475.20 4?5.30 ' DESCRIPTION Prepare right-of-way Sawcut existing con¢./asph. Remove old conc./asph. Roadway excavation Channel excavation Borrow (density controlled) 8orrow (delivered) (dens. cont.) Remove & replace unstable material Strip and place topsoil Soil retention fabric Soil reran, fabric (erosion cont.) Rolling (proof) Flexible base Salvaging & replacing base Lime treatment mater{als in place Lime slurry, Ty..A, 6% 2?#/sy Asphalt (detours] Aggregate (detours) HMACP Type B, Class A HMACP Type D, Class A 6' mono. curb 3000 psi Cement stabilized backfill Retaining wall Rock rfp-rap (fill material) Rock Pip-rap (slope prot.) Concrete nail~ng Field office Portable conc. traffic barrier Port.conc.traf.bar.(move & reset) Port. conc. traf. barrier (remove) 6' concrete drive & median noses 8' concrete driveway 4" sidewalks Brick pavers (crosswalks, medians) Brick pavers (intersection) Chain link barrier fence Stop bar (18' wide) 4' white tell. stripe 6' x 6" Jiggle bars 4" traf. button yellow 8' traffic button (Dbl. refl')efl.r 8' traffic button white sin. 8' traffic button white non-refl 48' CMP (temporary) 3'x2' RCBC S'x2' RCBC 4'x3' RCBC 5'x3' RCBC (precast) 5'x3' RCBC 6'x3' RCBC (precast) 5'x4' RCBC 6'x4' RCBC 7'x4' RCBC (headwalls & wingwalls) B'x4' RCBC (cast in place) 8'x4' RCBC 11'x4' RCBC (cast in place) 6'x5' RCBC 8'x5' RCSC 11'x6' RCBC (cast in place) 12'x6' RCBC (cast in place) 12'x12' RCBC (cast in place) 21" RCP Class III 24" RCP Class III 27' RCP Class III 30' RCP Class Iii 33" RCP Class III 36' RCP Class Ill 42' RCP Class III 48' RCP Class III 54' RCP Class III 60' ROP Class III 66' RCP Class III Sanitary sewer manhole covers 10' fmc inlet 12' rec inlet 14' rec inlet QUANTITY 110.20 1251.00 454.00 38649.00 983.00 14705.00 4313.00 200.00 17583.00 3367.00 3?29.00 300.00 2007.00 2000.00 12141.00 163.00 10928.00 351.00 2572.00 1293.00 30158.00 1411.00 1.00 5328.00 785.00 543.oo 1.00 600.00 1800.00 600.00 1215.00 287.00 455.00 1986.00 1394.00 2.00 280.00 612.00 190.00 102.00 119.00 40.00 20.00 232.00 140.00 678.00 218.00 205.00 826.00 562.00 147.00 426.00 310.00 1206.00 1058.00 1380.00 600.00 188.00 22G2.00 111.00 405.00 2051.00 357.00 234.00 130.00 695.00 553.00 220.00 235.00 282.00 630.00 297.00 16.00 12.00 12.00 6.00 ORIGINAL UNIT UNIT PRICE STA $3,506.11 LF Sl.42 SY $8.01 CY $3.02 CY $26.00 CY :66 CY 5.72 SY 21 SY 90 HR $88.40 CY $29.74 CY 6.14 SY $2.85 TON 73.53 GAL 1.25 CY 78.00 TON $39.52 TON $43.68 CY .19 LS $48,360.00 CY $30.58 CY $35.26 LF 83.20 LS $31,207.50 LF $31.20 LF 4.16 LF $5.20 SY $19.93 SY S22.12 SY $17.74 SY $20.50 SY $20.50 EA 624.00 LF $4.98 LF $0.93 EA $9.10 EA $4.37 EA $27.56 EA 26.52 EA 25.48 LF 31.20 LF $48.80 LF $80.29 LF $70.30 LF $84.66 LF $83.20 LF $105.25 LF $92.25 LF $105.77 LF 124.80 LF $126.88 LF $126.88 LF $192.40 $114.40 $124.80 LF $205.92 LF $270.40 $494.00 LF 130 16 LF 33:38 CF $36.82 LF $41.44 LF $58.0B LF $62,61 LF LF $90.38 LF $110.34 LF $124.80 LF $139.46 EA S364.00 EA 028.00 EA $2,236.00 PROPOSED TOTAL AMOUNT $386,3?3.32 $1,776.42 $3,636.54 $116,719.98 $25,558.00 f57,349.50 28,724.58 $1,144.00 $34,814.34 $4,074.07 $3,356 10 $26,520.00 69,688.18 12,280.00 $34,601.85 $11,985.39 $t3,660.00 $27,378.00 $101,645.44 $56,478.24 $28,046.94 $3,090.09 $48,360.00 $162,930.24 i27,679.10 45,177.60 31,207.50 18,720.00 t1,488.00 3,120.00 $24,214.95 $6,348.44 $8,071.?0 $40,713.00 $28,577.00 1,248.00 1,394.40 $569.16 $I,729.00 $445.74 $3,279.64 $1,060.80 $509.60 $?,238.40 $6,843.20 i54,436.62 15,325.40 17,355.30 68,723.20 59,150.50 13,560.75 45,058.02 38,688.00 I153,017.28 134,239.04 $265,512.00 I68,640.00 23,462.40 $465,791.04 $46,238.40 $200,070.00 61,858.16 11,916.66 $8,615.88 $5,387.20 $40,365.60 34,623.33 16,656.20 21,239.30 31,115.88 66,144.00 41,419.62 $5,824.00 $21,840.00 24,336.00 13,416.00 ACTUAL QUANTITY TOTAL AMOUNT 110.21 1251.00 598.59 38886.21 983.00 10979.15 0.00 18268.00 3367.00 3729.00 11.00 2007.00 1654.15 7718.74 87.30 5981.00 224.30 2069.8? 796.35 31517.31 512.33 0.00 5084.15 1642.57 232.00 1.00 600.00 700.00 600.00 3,030.26 334.05 503.98 2°006.69 1,394.00 2.00 381.64 136.00 183.00 71.00 17.00 0.00 18.00 232.00 142.50 675.03 218.00 193.00 832.00 555.00 145.33 428.75 310.00 1,338.00 597.86 186.84 2,262.00 100.00 405.00 2,009.00 610.50 414.00 130.00 $386,618.75 $1,776.42 $4,794.71 $117,436.35 25,558.00 42,818.69 $0.00 I 12,070.00 36,170.64 $4,074.07 $3,356.10 $972.40 ..... .--~ $S9,688.11/~" $1o,156.4r '~- - $2t,990.41~1 $6,419.11,,._1 ~ $?.476.21:>~! m $17,495.41~,.~_,j ~r $01,8Ol.2r--'l t34,?84.spmqi m $29,311.11;'~'~1 m $1,122.0K?~)! I $155,473.3l[_~J{ $19,302.4p/~'- $31,207.5~ $18,720.00 $2,912.00 $3,120.00 $60,393.08 f7,389.19 8,940.61 $41,137.15 $28,577.00 ,900.57 $126.48 $1.665.30 $310.27 $2,122.12 $o.oo $458.64 $7,238.40 $6,965.40 $54,198.16 $15,325.40 $16,339.38 t69,222.40 58,413.75 i13,406.69 45,348.89 38,688.00 $0.00 $169,765.44 $0.00 $68,395.18 $23,317.63 $465,791.04 $27,040.00 $200,070.00 I60,591.44 20,378.49 15,243.48 $5,387.20 $0.00 618.00 $38,692.98 200.00 $15,142.00 282.00 $25,481.16 290.00 $31,998.60 520.00 $64,896.00 AkFT,,.oo,,.oo,.oo ?.oocopy 8ELTLINE ROAD SOUTH - STREET ASSESSMENT IT~ -475.{0 475.50 475.60 475.70 475.80 475.90 475.10 475.11 475.12 475.13 475.14 475.15 475.16 475.17 475.18 475.19 475.20 475.21 475.22 475.23 479.00 582.10 582.20 582.30 582.40 582.50 582.60 582.70 582.80 582.90 582.10 582.11 618.10 618.20 618.30 624.00 582.12 700.10 700.20 700.30 450.10 164.00 168.00 270.00 360.10 360.30 524.00 676.10 676.20 o DESCRIPTION 20' nec inlet 10' nec inlet (mod.) 12' nec inlet (mod.) 14' nec tnlet (mod.) 20' nec in]et (mod.) 4' drop inlet_Type X or Y Type X or Y inlet (50-11) Orop tnlet, Type X or Y (50-14) Junction box Sta 27+40 Ty. 8 storm sewer mh Sra. 40+48 Ty. B storm sewer mh Sra. 57+90 Junction box Sra. 86+51 Ty. 8 storm sewer mh Sra. 97+50 San. sewer mh 4' dia. Headwall east side Sra. 39+00 Headwal]/wings, west side Sta 39+00 Headwal/ west side Btm 53+50 Headwall/wings east side Sta 53+50 Headwall/wings east side Sta 57+75 Headwall east side Sra. 97+50 Adjust san. sewer manhole Adjust water valve Relocate water valve Relocate/adjust fire hydrant Relocate/lower 2' waterline Relocate/lower 8' waterline Relocate/lower 12' waterline 8' PVC waterline SDR-14 6' gate valve 8' PVC sanitary sewer Concrete encasement Cl. 8 Relocate water meter 2' PVC conduit 3' PVC conduit 4' PVC conduit Pullboxes 3/4" to 2' water services c.i.p. Cedar Elm trees 2' dia. c.t.p. Crape Myrtle 1/2" dia. c.i Hardwood trees (seedlings)'§:t.p. Metal guard railing Seeding (hydromulc~ing) Sprinkle irrigation Portland cement treatment 9' concrete pavement Concrete street header Hydraulic cement Type ! 4 traffic button, white non-nell 4' traffic button, white sin refl 462.18 462.19 475.24 475.25 475.26 582.12 582.13 562.14 582.15 582.16 NEW ITEMS PER COH 9'x5' RCBC cast in place 6'x3' RCBC Headwall East side Sra. 39+00 36" THO CH-t1Ty. 8 headwall Hdw!/wings West side Sra. 31+10.8 12 PVC waterline Cl. 150 12' water valve 12' water plug 12' PVC sen. sewer $0H5 6' PVC waterline Cl. 200 SUBTOTAL EXTRAS/MATERIALS ON HANO F.C. #1-1Conn PVC To Ext. N.H. F.C. ~1-2. 8' PVC Plugs F.C. #2 Install 8" Valve C.O.~I 12"X12" TEE CUT IN F.C.~4-1CH-11-B HEADWALL (MOD) F.C.#SLOWER4"SAN.SEW.LAT 975+25 11X6 CULVERT C.0.~2-1 4'TRAF.BTN.,YELL,SNGL. REF C.O. ~2-2 SIGNS ORIGINAL QUANTITY UNIT UNIT PRICE 2.00 EA $2,600.00 7.00 EA $1,924.00 1.00 EA $2,132.00 7.00 EA $2,340.00 2.00 EA $2,704.00 6.00 EA $1,508.00 2.00 EA $1,664.00 2.00 EA $1,664.00 1.00 EA $9,880.00 1.00 EA $2,288.00 1.00 EA $2,?04.00 1.00 EA $10,192.00 1.00 EA 3432.00 3.00 EA 1144.00 1.00 EA 23920.00 1.00 EA 12480.00 1.00 EA 3?440.00 1.00 EA 39520.00 1.00 EA 6032.00 1.00 EA 4680.00 21.00 EA $238.04 20.00 EA $71.41 7.00 EA $104.00 17.00 EA $676.00 20.00 LF $36.40 175.00 LF $36.40 110.00 LF $46.80 10.00 LF $38.48 1.00 EA $312.00 217.00 LF $20.80 239.00 LF 15.60 1.00 EA 260.00 16342.00 LF $2.81 3715.00 LF $4.68 594.00 LF $5.41 53.00 EA $156.00 15.00 EA 624.00 190.00 EA 132.60 150.00 EA 5?.20 48.00 EA 6.24 2066.00 LF 20.80 55000.00 SY 0.24 14000.00 MG 10.40 76275.00 SY 1.82 71133.00 SY 15.?0 514.00 LF 4.28 2061.00 TON 52.56 1633.00 EA 2.24 1637.00 EA 4.06 3172.00 LF $167.00 100.00 LF $105.25 1.00 EA $20.000.00 1.00 EA $900.00 1.00 EA $3,860.00 50.00 LF $59.60 1.00 ER $950.00 1.00 EA $105.00 65.00 LF $65.00 36.00 LF $40.00 14.00 EA 350.00 14.00 EA 50.00 1.00 EA 1540.00 LS 1717.63 2.00 EA 8?5.00 1.00 EA 300.00 1.00 LS 1500.00 9.00 EA 10.50 1.00 LS 2600.00 PROPOSED TOTAL AMOUNT $5,200.00 $i 3,468.00 2,132.00 $16,380.00 ,;5,408.00 :9,048.00 ;3,328.00 :3,328.00 ;9,880.00 :2,288.00 ;2,704.00 $10,192.00 t3,432.00 3,432.00 $23,920.00 12,480.00 37,440.00 $39,520.00 i6,032.00 4,680.00 4,998.84 1,428.20 $728.00 $11,492.00 $728.00 I6,370.00 5,148.00 $384.80 $312.00 t4,513.60 3,728.40 $260.00 $45,921.02 $17,386.20 3,213.54 8,268.00 9,360.00 $25,194.00 $8,580.00 $299.52 $42,972.80 $13,200.00 $145,600.00 $138,820.50 $1,116,788.10 $2,199.92 I108,326.16 t3,657.92 6,646.22 $529,724.00 10,525.00 20,000.00 $900.00 3,850.00 2.975.00 $95o.oo $105.00 I4,225.00 1,400.00 $6,115,323.97 ACTUAL QUANTITY TOTAL AMOUNT 2.00 $5,200.00 6.00 $11,544.00 1.00 $2,132.00 6.00 $14,040.00 1.00 $2,?04.00 8.oo $12,o64.oo 1.00 s~,664.00 2.00 $3,328.o0 1.00 $9,88O.OO 1.00 $2,288.00 1.00 $2,704.00 1.00 $10,192.00 $o.oo 1.00 $1,144.00 f O.O0 0.00 1.00 $37,440.00 1.00 $39,520.00 1.00 $6,032.00 1.00 $4,680.00 21.00 $4,998.84 48.00 $3,427.68 7.00 $728.00 15.00 $10,140.00 O.O0 $0.00 224.17 $8,159.79 104.00 $4,867.20 10.00 $384.80 3.00 $936.00 343.50 $7,144.80 511.25 $?,9?5.50 1.00 $260.00 16,928.00 $47,567.68 4,182.00 $19,571.76 778.00 $4,208.98 61.00 $9,516.00 6.00 $3,744.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1,035.00 $21,528.00 0.00 $0.00 0.00 $0.00 79,311.75 $144,347.39 74,400.00 $1,168,080.00 312.50 $1,337.50 2,171.46 $114,131.94 1,656.00 $3,709.44 1,662.00 $6,747.72 3,172.00 $529,724.00 100.00 $10,525.00 1.00 $20,000.00 1.00 1.00 $3,850.00 SO.O0 $2,975.00 1.00 }950.00 1.00 $105.00 65.00 $4,225.00 36.00 $1,400.00 $5,347,201.31 11.00 $3.850.00 14.00 $700.00 1.00 $1,540.00 1.00 S1.117.63 '.OOc py 1.00 8ELTLINE ROAD SOUTH - STREET ASSESSMENT I ITEM DESCRIPTION C.0.~3-1 REMOVE & REPLACE PAVERS C.0.U3-2 5' STO CUR8 INLET C.0.U3-3 7"CONCRETE PUNT. F.C. ~1-10BL GRATE INLET F.C. ~6-1 SIGNS C.O. #5 8' OBL. REF. YELLOW F.C.. ~8 REM/REPL SCHOOL FLASHER EXTRA WORK FIRE HYDRANT MARKERS EXTRA HORK REMOVE EXISTING STRIPE EXTRA WORK RELC FIRE HYDT ~ SOUTHWTN C.O. 86 ITE~ ffl MOBILIZATION & CLEAN-UP #2 RED CREPE MYRTLE, 8'-10' ~3 PINK CREPE MYRTLE, 6'-8' ~4 WHITE CREPE MYRTLE, 6'-8' ~6 CEDAR ELM, 3' COLIPER ~? BALD CYPRESS, 3" CALIPER =40 POLE FOUNDATIONS ~42 BORE 2" CONDUIT U4 IRRIGATION SYSTEM ORIGINAL QUANTITY UNIT UNIT PRICE 300.00 SY 16.00 2.00 EA 2500.00 311.00 SY 19.93 LS 1800.00 1.00 LS 3000.00 EA 35.00 1.00 LS 165.00 20.00 EA 10.00 173.00 LF 1.00 t.00 EA 1100.00 1.00 LS 41400.00 20.00 EA 131.50 63.00 EA 137;50 102.00 EA 137.50 70.00 EA 297.00 8.00 EA 29?.00 49.00 EA 462.00 180.00 LF 13.75 1,00 LS 66340.23 (1) CONSTRUCTION COST ENGINEERING FEES TOTAL PROJECT COST LESS NON-ASSESS. ITEMS ADJUSTED PROJECT COST PROPOSED TOTAL AMOUNT $6,115,323.97 QUANTITY 300.00 2.00 375.53 1.00 1.00 24.00 1.00 21.00 132.00 1.00 0.60 20.00 83.00 82.00 69.00 6.00 49.00 108.00 0.90 ACTUAL TOTAL AMOUNT $4,800.00 f5,000.00 7,484.31 fl,800.00 3,000.00 I840.00 165.00 $210.00 $132.00 $1,100.00 $24,840.00 $2,750.00 11,412.50 11,275.00 20,493.00 $1,782.00 $22,638.00 $1,485.00 $59,706.21 $5,542,166.46 $600,000.00 $6,142,166.46 ($418,420.17) $5,723,746.29 Paving and Engineering (90% Assessed) Oralnage, Curb & Sidewalk (100% Assessed) Less Change Order No. 1 (Connell Reimb.) Less Change Order No. 5 (RxR Reimb.) Less Dallas County Bond Funds $3,257,670.86 x 0.90 = $2,466,075.43 x 1.00 = $5,723,746.29 TOTAL ASSESSABLE TOTAL ASSESSMENT = $2,931,903.77 $2,466,075.43 $5,397,979.20 ($162,123.38) ($89,?09.90) ($?oo,ooo.oo) $4,446,145.92 (2) ASSESSMENT PER FRONT FOOT $4,446,145.92/17,853.5 FF = $249.03 (1) (2) Includes traffic signal lights, landscaping and street lights The Front Footage (?,~53.5 FF) is the total distance along the property lines (both sides) fronting the project within the limits of the permanent road Improvements. The road improvements start at the IH 635/Coppell City Limit ~tne and goes approximately 360 feet north of. the Belt Line/Denton Tap Road intersection. Also included, is a 2~0 toot s~gment along Belt Line Road - East ~J4)l)feet of frontage). Public right-of-ways are included in the total front tootage. DRAFT COPY