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ST9602-CS000413 CMAQ PROJECT #10 Beltline & Bethal & Beltline & Bethal & MacArthur Denton Tap UNIT TOTAL MacA~hur Denton Tap ITEM NO. DESCRIPTION UNIT (QUAN) COST ($) COST COST COST 0100-5002 PREP ROW KM 0.1 0.1 $ 25,000.00 2,500.00 - 2.500.00 0104-5001 REMOVECONC(PAVMNT) M2 183.5 120.2 303.7! $ 12.45 3,779.85 2,283.84 1,496.01 0104-5011 REMOVECONC(DRVVY) M2 15.3 15.3 $ 13.80 211.14 211.14 0104-5013 REMOVECONC(CURB&CUTIbI<) M 127.2 98.2 225.4 $ 6.43 1,449.32 818.09 631.23 6110- 1 M3 5.0 116.0 350.0, 2.29 756.00 516. 252.. PSOIL CL II 100 0160-5024 TO ( )( MM) M2 354.0 330.0 684.0 $ 0.45 307.80 159.30 148.50 0162-5002 BLOCK SODDING (BERMUDA) M2 236.0 220.0 456.0 $ 3.00 1~388.00 708.00 660.00 0168-5001 VEGETATIVE WATERING KL 3.0 3.0 6.0 $ 2.05 12.30 6.15 6.15 0340-5002 ASPHALT CONC (TY B)(BASE')(100 MM) MGR 425.0 205.0 630,0 $ 50.00 31,500.00 21,250.00 10,250.00 0360-5017 P_.ON PAV (CPCD)(200 MM) M2 500.0 285.0 875.0 $ 00.02 26,267.47 17,711.78 8,555.69 042'5-.5007 RETAINING WALL (MSE} M2 150.0 150.0 $ 300.00 45,000.00 45~000.00 0484-5005 RCP (CL 111)(600 MM) M 3.5 3.5 $ 105.15 368.03 368.03 046545002 INLET (COMPLETE) (TY H) EA 1.0 1.0 $ 2.160.00 2,160.00 2,160.00 0465-5308 INLET (RECE~-~EO)(4.267 M) EA 1 .O 1.0 $ 3~477.74 3,477.74 31477.74 0479-5005 ADJUST INLET (CAP) EA 1.0 1.0 $ 350.00 350.00 - 0500-5001 MORI117AT/ON LS 0.5 0.5 1.0 $ 50,000.00 50.000.00 25~000.00 25~000.00 0502-5001 BARRICADES, SIGNS; & TRAF HANDLE (SIGNIN MO 2.0 2.0 4.0 $ 2~175.08 81700.31 4~350.16 4,350.16 0529-5002 GONCRETE CURB AND GU I I m-i( (TY II) M 124.0 102.0 226.0 S 30.00 6,780.00 3,720.00 3,060.00 0530-5001 DRIVENAYS (CONC)(150 MM) M2 24.0 24.0 $ 55.84 1,340.12 1,340.12 0618-5011 CONDUIT (PVC) (SCHD 40) (50 MM) M 41.9 41.9 $ 8.82 369.56 389;58 0618-5013 CONDUIT(PVC)(SCHD40)(75MM) M 14.1 3.0 17.1 $ 15.38: 263.00 216.88 48,14 0618-5034 CONDUIT (PVC) (SCHD 40) (75 MM) (BORE) M 29.8 22.7 52.5 $ 61.50 3,228.75 1.832.70 1,396.05 M 10.0 10,0 $ 10.25 102.50 102.50 0618-5045 CONDUIT (PVC (SCHD 40) (25 MM) 0624-5001 GROUND BOX ~1~ A (122311) W/APRON EA 4.0 2.0 6.0 $ 461.25 2,767.50 1,845.00 922.50 0644-5001 SMALL RDSD SGN ASSM fTY A) EA 4.0 3.0 7.0 $ 328.21 2,297.50 1,312.86 984.64 :)656-5(X)3 FND FOR TRAF SIG (600 MM DRIL SHF0 M 1.7 1.7 $ 461.25 784.13 784.13 3656-5004 FND FOR TRAF SIG (900 MM DRIL SHFT) M 4.0 4.0 $ 486.88 1,947.52 1,947752 3662-5023 WRKZONE PAV MRK REMOVAL (Y) (100MM)(S M 122.5 122.5 $ 4.69 574.23 574.23 3666-5044 REFLEC PAV MRK TY C (W) (600 MM) (SLD) M 36.8 3.0 39.8 $ 39.35 1,565.94 1,447~00 118.04 3668-5071 PREFAB PAV MRK TY C (W) (ARROW) EA 4.0 2.0 6.0 $ 298.18 1.609.09 1 ~072.73 536.36 3668-5075 PREFAB PAV MRK TY C (W) ~WORD) EA 2.0 1 .O 3.0 $ 288.33 865.00 576.67 3668-5079 pREFABpAVMRKTyCON)(RRXING) EA 4.0 4.0 $ 1,000.00 4~000.00 4,000.00 3672-0010 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 26.0 8.0 34.0 $ 3.84 130.40 99.71 30:68 872-5016 RAIS PAV MRKR CL C (TRAF BTN) TY W EA 72,0 25.0 97.0 $ 3.29 319.44 237.11 82.33 D678-5006 PAV SURF PREP FOR MRKS (600 MM) M 36.8 3.0 39.8 $ 6.00 238.00 220.00 D678-5021 PAV SURF PREP FOR MRKS (ARW) EA 4.0 2.0 6.0 $ 37.85 227.10 151.40 75.70 D678-5022 PAV SURF PREP FOR MRKS f~VORD) EA 2.0 1.0 3.0 $ 28.44 85.31 56.87 28.44 0678-5029 PAV SURF PREP FOR MRKS (RR) EA 4.0 4.0 $ 32.00 128.00 128.00 ~80-5001 INSTALL OF I-IVVY TRAF BIG (ISOLATED) ; EA 1 .O 1 .O 2.0 $ 4.000.00 8,000.00 4,000.00 4,000:00 0684-5007 TRAF SIG CBL (TY A) (7CONDR) (12 AWG) ;M 61.4 72.4 133.8 $ 4.10 548.58 251.74 296.84 0684-5046 TRAF SIG CBL (TY C) (2 CONDR) (18 AWG) ;M 317.4 317.4 $ 1.39 439.69 439.69 5688-5011 VEHDETECT(SAWCUT) :M 53.0 53.0 $ 20.50 1,056.50 1,086.50 5229-5001 REMOVE BRICK PAVERS AND SALVAGE !MM22 76.6 76.6 $ 110.00 8,427.10 8,427.10 5229-5002 INSTALL BRICK STREET PAVERB 18.5 13.5 32.0 $ 110.00 3.520.00 2,035.00 1.485~00 xxxx-xxxx EXTEND RUBBERI71=n RAILROAD X-ING [M 3.0 3.0 $ 11.50 34.50 34.50 xxxx-xxxx RELOCATE RR POLE AND FLASHING LIGHT I LS 1.0 1.0 $ 35.000.00 35~000.00 35~0(X).00 xxxx-x~x REPLACE AUTOMATIC RAILROAD GATE LS 1 .O 1.0 $ 15.000.00 15.000.00 15t000.00 CMAQ TOTALS: INTERSECTION SPECIFIC COSTS $ 282,341.11 $ 204,692.90 i $ 77,648.20 PLUS SHARE OF LUMP SUM COSTS PLUS 10% CONTINGENCY 28.234.11 29,469.29 7.764.82 TOTAL :~ $ 310,575.22 $ 225o162.19 $ 85,413.03 _ Page 1 COST_ESTIMATExlS New Old Sheet No. Sheet No~ DESCRIPTION (PLAN SHEETS) GENERAL 1 1 TITLE SHEET 2 2 INDEX OF SHEETS 3 QUANTITY SUMMARY SHEET 4 3 - 4 ESTIMATE AND QUANTITY SHEET 5 - 6 5 GENERAL NOTES AND SPECIFICATIONS DATA 7 58 TXDOT STORM WATER POLLUTION PREVENTION PLAN (SW3P) 8 8 SUMMARY OF SMALL SIGNS 9 9 LEGEND - SIGNALS AND PAVEMENT MARKINGS CONTROL 0918-45-;321 DENTON TAP ROAD AT BETHAL ROAD 10 6 TYPICAL SECTION 11 - 12 17 - 18 TRAFFIC CONTROL PLAN 13 19 INTERSECTION LAYOUT 14 20 PAVING PLAN 15 21 SIGNAL LAYOUT 16 22 SIGNAL DESIGN 17 23 PAVEMENT MARKING AND SIGNING MACARTHUR BOULEVARD AT BELTLINE ROAD 18 7 TYPICAL SECTION 19 - 20 24 - 25 TRAFFIC CONTROL PLAN 21 - 22 26 - 27 INTERSECTION LAYOUT 23 - 24 28 - 29 PAVING PLAN 25 30 SIGNAL LAYOUT 26 31 SIGNAL DESIGN 27 32 PAVEMENT MARKING AND SIGNING DETAILS 28 10 MISCELLANEOUS PAVING DETAILS 29 11 PAVING DETAILS - (SIDEWALKS - RAMPS - BRICK PAVERS) ;30 12 RETAINING WALL DETAIL 31 - 32 13 - 14 RECESSED CURB INLET 33 16 INLET(S) & STORMSEWER ADJUSTMENT DETAILS DESCRIPTION (STATE STANDARD SHEETS) 34 15 HORIZONTAL INLET (TYPE H) 35 33 BC 1 (98) BARRICADE AND CONSTRUCTION STANDARDS 36 BC 2-3 (98) BARRICADE AND CONSTRUCTION STANDARDS 37 BC 4 (98) BARRICADE AND CONSTRUCTION STANDARDS 38 BC ,5-8 (98) BARRICADE AND CONSTRUCTION STANDARDS 39 BC 9-9A (98) BARRICADE AND CONSTRUCTION STANDARDS 40 BC 9B-9C (98) BARRICADE AND CONSTRUCTION STANDARDS 41 34 CCCG - 95(M) CONCRETE CURB AND CURB AND GUTTER ~S CPCR(!~ e=~"~ COk~CRETEPAV-cM-=.~!TD_cT.*.'LS, r~cL~.YERSTEEL.°L~.C.~EME~T -vv-., ~,,...~ ............................................ 42 37 CPCD - 95(M) (MOD) CONCRETE PAVEMENT DETAILS 43 38 JS - 95(M) CONCRETE PAVING DETAILS. JOINT SEALS 44 39 EC(1 )-95(M) TEMPORARY EROSION CONTROL 45 40 ED(1,2,3,4)-98(M) ELECTRICAL DETAILS 46 41 MA-C-96(M) STANDARD ASSEMBLY FOR TRAFFIC SIGNAL SUPPORT STRUCTURES 47 43 TS-FD-99{M) TRAFFIC SIGNAL POLE FOUNDATION 48 44 TCP(1-3,2-4,5)-98(M) TRAFFIC CONTROL PLAN 49 45 TCP(NOTES)-98(M) TRAFFIC CONTROL PLAN 50 48 SMD (1-1)-(1-4)-98(M) SIGN MOUNT DETAILS 51 49 R(1)-98(M), R(3}-95(M) REGULATORY SIGNS 52 50 RCAWSS - 98(M) RAILROAD CROSSING ADVANCE WARNING 53 51 RCSS - 98(M) RAILROAD CROSSING SIGNS AND SIGNALS 54 52 RCPM - 96(M) RAILROAD CROSSING PAVEMENT MARKINGS 55 53 RPM(1 )-92(M) TYPICAL STANDARD PAVEMENT MARKING 56 PM{2, 3)-95(M) TYPICAL STANDARD PAVEMENT MARKING 57 55 WZ(STPM)-97 TRAFFIC SIGNAL INSTALLATION 58 56 WZ(BTS-1,2)-99(M) TRAFFIC SIGNAL INSTALLATION DETAILS DESCRIPTION (DALLAS DISTRICT STANDARD SHEETS) 59 57 DISTRICT DETAILS TRAFFIC SIGNAL AND PEDESTRIAN HEAD IDENTIFICATION 60 60 DISTRICT DETAILS SIDEWALK RAMP DETAILS 61 61 DISTRICT DETAILS CONTROLLER FOUNDATION DETAILS 62 - 63 46 - 47 SMA-130(1,2)-96(M) TRAFFIC SIGNAL SUPPORT STRUCTURES 64 42 MA-D-96A(M) TRAFFIC SIGNAL SUPPORT STRUCTURES MAST ARM DETAILS 65 59 LDI-98(M) SIGNS DENTON TAP ROAD AT BETHEL ROAD Preceding Activity Id QuantityUn Daily Production Duration Nos. & Percent Finish TIME LINE No. Work Item it (approx) Rate (Days) Completion Required Start Day Day 5 10 15 20 25 I Set up TCP 1 Ea. I -- 1 1 · 2 Remove Driveway >15m2 15m2 n/a ~1 100% 3 Remove Curb &Gutter >98m 98m I 2,100% 1 2 · 4 Remove Concrete Pavement >120m2 120m2 I ~3,100% 2 3 · 5 Excavation 115m3 115m3 I ~4,100% 3 4 · 6 Remove Inlet & Storm _. Sum 1 day n/a 5,100% ...... 7 Inlet &Storm _. Sum 2 days 2 6,100% 4 6 i ' 8 Curb and Gutter > 102m 102m2 + 4 days 5 7, 100% 6 11 9 Concrete Paving 285m2 285m2 + 4 days 5 8,100% 11 16 10 Pavement Markings _. Sum 1 day 1 9,100% 16 17 11 DrillShafiFndt Sum 5days 5 9,100% 17 22 -. i . 12 Ground Boxes, Loop Dectors _. Sum 5 days 5 11,50% 22 27 13 Mast Arm, Poles, Head &Signs _. Sum 7 days 7 11,100% 27 34 15 Clean up _. Sum 1 day I 14,100% 39 40 , MACARTHUR BOULEVARD AT BELTLINE ROAD Preceding Activity Id QuantityUn Daily Production Duration Nos. & Percent Finish TIME LINE No. Work Item lit (approx) Rate (Days) Completion Required Start Day Day 45 50 55 60 65 70 75 8e 17 Remove Curb &Gutter ;>127m 127m I 16,100% 41 42 · 18 Remove Concrete Pavement !>183m2 183m2 I 17,100% 42 43 · 19 Excavation ~235m3 235m3 I 18,100% 43 44 20 Retaining Wall !150m2 150m2 + 3 days 4 19,100% 44 48 ...iraram 21 Curb and Gutter 124m 124m + 4 days 5 20,100% 48 53 23 Pavement Markings L. Sum 1 day 1 22,100% 58 59 · 24 Drill Shaft Fndt L. Sum 5 day 5 22,100% 59 64 25 Ground Boxes, Loop Dectom L. Sum 6 day 6 24,50% 64 70 26 Mast Arm, Poles, Head &Signs L. Sum 7 day 7 24,100% 70 77 i i i Iilml 27 Cables, Cabinent L. Sum 4 day 4 26,100% 77 81 28 Clean up L. Sum 1 day I 27,100% 81 82 i ~ i i i i i ·