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ST9304-CS 881020TO ECOP¥ 17103 Preston Roac~ lira Suite ]00, LB-118 DALLAS. TEXAS 75248 (214) 248494)0 ARE SENDING YOU ,~ Attached [] Under separate cover via [] Shop drawings [] Prints [] Plans [] Sam [] Copy of letter [] Change order ,~' .&~ ': THESE ARE TRANSMITFED as checked below: NFor approval AFor your use s requested [] For review and comment [] FOR BIDS DUE COPIES DATE NO. DESCRIPTION . ~ ~ ~ ~ .. [] Approved as submitted [] Resubmit [] Submit [] Return copies for approval copies for distribution corrected prints [] Approved as noted [] Returned for corrections [] __ [] PRINTS RETURNED AFTER LOAN TO US 19 REMARKS If enclosures ere not as noted, kindly notify us at/once PRELIMINARY COST ESTIMATE 10/20/88 Project: BeLt Line Road Improvements from MacArthur BLvd. to the Nest OverfLow SwaLe I I Bid Date: UNDETERMINED AT THIS TIME I I Time: UNDETERMINED AT THIS TIME I I Owner: Da[Las County and the City of Coppe[[ I I Engineer: Ginn, Inc. I I ITEM I DESCRIPTION I UTS I QUANTITY I UNIT PRICE I ANOUNT ~ BASE BID 6 LANE PAVEMENT 100 104.1 110.1 131 160 164 249 260 264 340.2 360.1 360.2 360.3 462.1 462.1 462.2 462.2 462.3 462.3 462.4 462.4 464.1 464.2 464.3 464.4 464.5 464.6 475.1 475.2 475.3 475.4 475.4 475.5 475.5 475.6 475.6 475.7 475.7 475.8 475.9 475.10 475.11 475.11 475.12 475.12 Prepare R.O.W. Sawcut exist, conc./asph. Roadway Excavation gorro~ (Oe[iv.)(d.c.),Type B, C[.2 PLace Topsoil - Median (6" thick) Broadcast Seeding (Common Berm) FLexibLe base (deLivered) Lime treatment, mat. in place Lime slurry, Ty A., 6~ 27#/sy HMACP Ty D, CL. A 8*' conc. paveeent - 650 psi fLexura[ 6" MonoLithic Curb (3000 psi) Concrete street header 7' x 5' RCBC - CONCRETE 7' x 5' RCBC - REINFORCING STEEL 8* x 5* RCBC - CONCRETE 8' x 5~ RCBC - REINFORCING STEEL 9'x 5' RCBC - CONCRETE 9'X 5' RCBC ' REINFORCING STEEL IO'x 6' RCBC ' CONCRETE lO*x 6' RCBC ' REINFORCING STEEL 21" RCP CLass III 24" RCP CLass III 27" RCP CLass III 36" RCP CLass III 48'* RCP CLass III 54'* RCP CLass Ill 5' Rec'd InLet (MOO.) 10' Rec*d InLet (MOD.) 4' Orop InLet, Type "x" (SD-11)(MO0.) 24" Type 124" Type 136" Type 136" Type 148" Type 148" Type 154" Type 154'* Type I7'X 5' to 8*X 5* RCBC TRANSITION IS'X 5~ to 9*X 5~ RCBC TRANSITION I8'X 5* to IO'X 6~ RCBC TRANSITION 125'x 10' JUNCTION BOX ' CONCRETE 125'x 10' JUNCTION BOX - REINF. STEEL 114~X 14' dUNCTION BOX - CONCRETE 114'x 14' JUNCTION BOX - REINF. STEEL STA LF CY CY SY SY ICY ISY ITON ITON ISY ILF ICY ICY ICY tLB ICY ILB ILF ILF ILF ILF ILF ILF lEA lEA lEA CH-II-B-30 (DEG) HEAD,ALL - CONCRETE ICY CH-II-B-30 (DEG) HEAD,ALL - RE. STEELILB CH-II-B-30 (DEG) HEAD,ALL - CONCRETE ICY CH-11-B'30 (DEG) HEADUALL - RE. STEELILB CH-II-B-30 (DEG) HEADWALL - CONCRETE ICY CH-11-B'~O (DEG) HEADWALL ' RE. STEELILB CH-II-B-30 (DEG) HEADUALL - CONCRETE CH-II-B-30 (DEG) HEADWALL - RE. STEEL LB CY CY CY CY LB CY LB 30.98 66 257 99489 3344 19562 1365 25563 345.2 450 24244 11442 45 452.06 63787.56 358.58 55996.8 586.23 97546.05 616.6 1109800.03 733 430 27 205 97 102 10 6 3 1.86 190 3.59 330 5.95 571 7.3 619 14.8 9 11.4 43.1 5984 23.8 6224 S4,051.00 $4.00 $6.60 $3.75 $0.50 $0.42 $28.60 $1.05 $63.00 $47.00 $13.68 $1.00 $3.00 $300.00 $0.45 $300.00 $0.45 $300.00 S0.45 $300.00 $0.45 $24.00 $27.00 $29.00 $40.30 $60.00 $79.50 $1,643.00 $2,332.00 $1,908.00 $350.00 $0.45 S350.00 $0.45 $350.00 $0.45 $350.00 $0.45 $350.00 $350.00 $350.00 $350.00 $0.45 $350.00 $0.45 $125,499.98 $264.00 $1,696.20 $373,083.75 $1,672.00 $8,216.04 $39,039.00 $26,841.15 $21,747.60 $21,150.00 $331,657.92 $11,442.00 S135.00 $135,618.00 $28,704.40 $107,574.00 $25,198.56 $175,869.00 $43,895.72 $184,980.00 $49,410.01 $17,592.00 $11,610.00 $783.00 $8,261.50 $5,820.00 $8,109.00 $16,430.00 $13,992.00 $5,724.00 $651.00 $85.50 $1,256.50 $148.50 $2,08Z.50 $256.95 $2,555.00 $278.55 $5,180.00 $3,150.00 $3,990.00 $15,085.00 $~,692.80 $8,330.00 $2,800.80 PRELIHINARY COST ESTIHATE 10/20/88 475.13 475.13 479.1 479.2 504 530.1 530.2 530.3 530.4 582 618.1 618.2 62& 666 672 676.1 676.2 1000 HEADgALL STRUCTURE (GRAPEVINE CREEK) - CONCR. JCY HEADWALL STRUCTURE (GRAPEVINE CREEK) - RE.ST'LILB ADJUST SANITARY SEWER #ANHOLE PLUG AND ABANDON N.H. ~EA FieLd Office ILS 6" Concrete (Drives & #edian Noses) Brick pavers (Uni-Decor) Brick pavers (HoLland I) Remove and RepLace Brick Pavers Adjust Water VaLve lEA 2" PVC Conduit ILF 3" PVC Conduit PuLL Boxes 18" Stop Bar 6"x6" JiggLe Bar (refL.)(Type 1'C) JEA 4" Traffic Button, White(Non-RefL.)(P-7-W) JEA 4" Traffic Button, WhiteCsing.-RefL.)(P-15-W) JEA Trench Safety ILS 31.4 4443 1 5 1 205 362 57 36 4 1572 786 7 66 50 564 562 1 $350.00 $0.45 $689.00 $500.00 S6,670.00 $21.00 $21.00 $21.00 $11.00 $318.00 $2.40 $3.00 $127.00 $4.00 $10.00 $2.20 S5.30 S9,011.04 S10,990.00 Sl,999.35 $689.00 $2,500.00 $6,670.00 S&,305.00 $7,602.00 S1,197.00 $396.00 $1,272.00 S3,772.80 $2,358.00 S889.00 $264.00 $500.00 $1,240.80 $2,978.60 S9,011.04 TOTAL $1,909,193.52