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HomeMy WebLinkAboutResolution No. 2015-017CITY OF THE COLONY, TEXAS RESOLUTION NO. 2015- r) I q A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS, APPROVING THE TERMS AND CONDITIONS OF A CONSTRUCTION SERVICES CONTRACT BY AND BETWEEN THE CITY OF THE COLONY AND MARIO SINACOLA & SONS EXCAVATING, INC. FOR CONSTRUCTION OF PHASE 2 OF THE SOUTH COLONY BOULEVARD GRADE SEPARATION AT THE SAM RAYBURN TOLLWAY/S.H. 121, WHICH IS ATTACHED HERETO AND INCORPORATED HEREIN AS EXHIBIT "A"; AUTHORIZING THE CITY MANAGER TO EXECUTE THE CONTRACT; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City and Contractor have entered into an agreement such that the Contractor is to provide the following services: CONSTRUCTION OF PHASE 2 OF THE SOUTH COLONY BOULEVARD GRADE SEPARATION AT THE SAM RAYBUR'N TOLLWAY/S.H. 121, SPECIFICALLY RAMPS TO FROM SOUTH COLONY BOULEVARD TO HE BRIDGE OVERPASS; and WHEREAS, the City has determined that it is in the best interest of the City to enter into the Contract with MARIO SINACOLA & SONS EXCAVATING, INC., which is attached hereto and incorporated herein by reference as Exhibit "A," under the terms and conditions provided therein. WHEREAS, ,vith this Contract the City of The Colon), is agreeing to pay the sum not to exceed $4,815,421.55 for such work with primary funding provided by the Tax Increment Reinvestment Zone Number One and The Colony Economic Development Corporation (4A). THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF THE COLONY, TEXAS THAT: Section 1. The Professional Services Contract, which is attached and incorporated herein as Exhibit "A", having been reviewed by the City Council of the City of The Colony, Texas, and found to be acceptable and in the best interest of the City and its citizens, be, and the same is hereby, in all things approved in the amount of $4,815,421.55 and the City Manager is hereby authorized to execute the Contract on behalf of the city of The Colony, Texas. Section 2. That this Resolution shall take effect immediately from and after its adoption and it is so resolved. PASSED, APPROVED and EFFECTIVE this 3'd day of FEBRUARY, 2015. % SEAL Joe' Mdotdry, Xllayor 6ity of The Colony, T 63918 ATTEST: Christie 'Wilson, City Secretary APPROVED AS TO FORM: 63918 JA'TH 'C' Location Map Rev. 412012 Exhibit B Mario Sinaeola Bid Tab ARIQ SINAC.01-A & SONS awnummuft� .�� EXCAVATING, INC. THE COLONY 6800 MAIN STREET THE COLONY, TX 75056 ATTENTION: TOD MAURINA tmaurina@thecolonvtx.go GENTLEMEN: We propose to furnish all labor, materials and equipment necessary to construct the following described work: PROJECT: SOUTH COLONY BOULEVARD PHASE 2 BRIDGE LOCATION: THE COLONY, TEXAS 1/26/2015 Client Number Description Biditem Quantii Unit Unit Price Biditem Total 104 REMOVING CONC. (CURB & GUTTER) 27L000 LF $10,00 $2,710.00 104 REMOVING CONC (GRND BOX W/APRON) 1.00o EA $506.00 $560.00 110 EXCAVATION 5,837.000 CY $8.00 $46,696.00 132 EMBANKMENT (TY Q 7,961.000 CY $40.00 $318,440,00 132 EMBANKMENT (TY C1) 2,126,000 CY $5.00 $10,630,00 132 EMBANKMENT (TY C3) 7,779.000 Cy $15'b0 132 EMBANKMENT (TY C4)3,252.000 CY $20.00 $65,04&00 134 BACKPJLL (TY A OR B) 14.700 STA $200.00 $2,940.00 161 COMPOST MANUF TOPSOIL 5,121.000 , - , SY , $1,50 $1,68-1.50 162 BL6Ck'S6DDING 5,121.000 SY$3.00 $15,363,00 168 VEGETATIVE 'WATERING 150-000 MG $60.00 $9,000.00 247 1- 9� (CMP IN PLC) 1,177.000 CY $70.00 $82,390.00 ,360 C6N'C'PVMT(CkP)(8") 4,626.000 SY $57,00 $263,682.00 '432 kiPkAP (cbNc)(4 IN) 18,000 by $600 66 $101"800.00 496 REMOV STR (6Ltt) 4.000 EA $750.00 `63,000.00 496 REMOV STR"(PIPt) 1,084.000 LF s2'0."66 $21,680.00 528LANDSCAPEPAVERS 196,000 Sy'' $100.00 01600.00 i529 CONC CURB . TY' ll 2, 11 126.000 LF $1.00 $2,126,00 530 CONC DRIVE (6") 459,000 SY $60.00 $27,480.00, ,531 CURB RAMPS (TY 1) 6.000 EA $1,300.00 $7,800.00 531 CURB RAMPS (TY 2) L060 EA $1,400.00 $1,400,00 CURB I RAMPS (TY6) 1.000 EA $2,000.00 $2,000.00 CURB RAMPS (TY7) 3,000 EA $2,000.00 $6,000.00" 531 CONC SIDEWALK (4") 709;000 SY $45.00 $31,905,00 531 CURB RAMPS (TY 2 1) 1.000 EA $2,000.00 $2,000,00 538 R16HT-OF'-WAY MXRKEIIS 6.000 EA $300'.00 $1,800.00 752 T I REE REM I OVAL (4"'-12" DIA,) 3,000 EA $200.00 $600.00 752 TREE REMOVAL '(I8°-24°' DIA.} 1,000 EA $500.00 $500.00 ,275 CEMENT TREAT (NEVE BASE) (12"-36") 1,295.000 SY $2500 $312'375.00 ,275 CEMENT 74.300 TON SI 15.00 $8,544.50 423 RETAINING WALL (MSE) 10,960,000 SF $40.00 $438,400.00, 4 1 32 RIkAP (CONC)' (CL B) 22.300 CY $500.00 !450 RAIL (622 1) 564.000 LF $100.00 $56,400400 556 PIPE UNDERDRAIN (8") 898.000 LF $30.00 i26,940.0-0 416 DRILL SHAFT (36 IN-) 1,892,000 LF $115.00 $217,580.00 420 CL C CONC (ABUT) (HPQ 70.600 CY $800.00 $56,486.00 420 C' L -'C C6NC (BENT) (HPQ 376.860 CY $950.00 420 CL S 66NC'(APER SLAB) (HPC) 06,000 CY $380.00 $51,680.00 Printed: 1126/2015 9 0 PROPOSAL 1-26-15 - Prop Page: 10 5 3268 TY B 4" ASPHALT UNDERLAY 76.000 TN $150.00 $11.400.00 420 CL S CONC (BRIDGE MEDIAN) (HPC) 209.700 CY $510.00 $106,947.00 422 REINF CON( SLAB (HPC) (CL S) 31,8i6,000 F $15.00 $477,240.00 425 PRESTR CONC GIRDER (TY Tx46) 3,561.800 LF $145.00 $516,461.00 BENT 6 BEARING PAD MODIFICATION 22.000 EA $700.00 $15,400.60 442 STR STL (MISC BRIDGE) 770.000 LB $15.00 $11,550.00 450 C22i (HPC) CONCRETE RAIL 390.000 LF $115.00 $44,850.00 450 RAIL (TY SSTR) (1dPC) 144.006 LF $170.00 $24,480.00 JOINT SEALANT BENT 6 217.000 LF $50.00 $10,850.00 454 SEALED EXPANSION JOINT (SEJ-A) 311.600 LF $110.00 $34,210.00 400 CEM STAB BACKFILL 1.260 CY $270.00 $324.00 402. TRENCH EXCAV PROT (STORM) 754.000 LF $10.00 $7,540.00 464 18" CL Ill RCI' 463.000 LF $55.00 $25,465.00 464 24" CL Ill R6;F 646.000 LF $67.60 $43,282.00 464 30" CL Ill RCI' 74.000 F $'80.00 $5,920.00 IO` CURB INLET4.000 EA $3,IOO.00 $12,400.00 ......... . 20° CURB INLET 2.006 EA $3,900.00 $71800.00 CONNECT TO EXIST 18" RCP 2.000 EA $1,500.00 $3,000.00 CONNECT TO EXIST INLET 1.000 EA $2,500.00 $2,500 00 CONNECT TO EXIST JCT BOX 1.000 EA $3,000,00 $3,000.00 TRAFFIC SIGNAL FOUNDATION (BRIDGE MOUNT) 2.000 EA $2,400.00 $4,800.00 PEDESTAL POLE FOUNDATION (BRIDGE MOUNT) 2.000 EA $2,400.00 $4,800.00 403 TEMPORARY SPL SHORING 6,037.000 SF $25.00 $150,925.00 416 DRILLSHAFT(SIGNMTS)(36IN) 72.000 LF' $215.00 $15,4810,00 636 TYPE A ALUMINUM SIGNS 18.000 SF $40,00 $720.00 636 TYPE O AbbMINUM SIGNS 484.500 SF $40.00 $19,380,00 644 Small Roadside Sign and Support TYIOBWG(I)SA(P) 5.000 EA $660.00 $3,000.00 644 Small Roadside Sign and Support TY I OBWG(I)SA(T) 1.000 EA $660.00 $660.00 644 Small Roadside Sign and Support TYIOBWG(I)SB(P) 6.000 EA $600.00 $3,600.00 644 Small Roadside Sign and Support TYIOBWG(I)SB(T) 4.000 EA $735.00 $2,940,00 644 Small Roadside Sign and Support TYS80(1)SB(T) 1.000 EA $i,i00.00 $1,100.00 644 Remove Small Roadside Sign and 'Support 6.000 EA $140.00 $840.00 644 Bridge Clearance Sign 1,000 EA $2,700,00 $2„700.00 644 Small Roadside Sign and Support RAIL MOUNT 4.000 EA $4,400,00 $17,600.00 650 INS OH SN SUP (70 FT BRDG) 1.000 EA $45,000.00 $45,000.00 666 REFL PAV MRK TY I (W) 4" (BRK) (100 MIIr) 391.000 LF $0.66 $234,60 666 REFL PAV MRK TY I (W) 4" (DOT) (100 MIL) 385.000 LF $2.00 $770.00 666 REFL PAV MRK TY I (W) 4" (SLD) (100 MIL) 2,396.000 LF $O.SO $I, 198.00 666 REFL PAV MRK TY I (W) 6"" (LNDP) (100 MIL) 501.000 LF $1.60 $801.60 666 REFL PAV MRK TY I (W) 6'" (SLD) (100 MIL) 894.000 LF $0.70 $62580 666 REFL PAV MRK TY I (W) 8" (SLD) (100 MIL) 200.000 LF $1,30 $260.00 °666 REFL PAV MRK TY I (W) 12" (SLD) (100 MIL) 637.000 LF $5.15 $3,280.55 666 REFL PAV MRK TY I (W) 24" (SLD) (100 MIL) 222.000 LF $10.50 $2,331 OC 666 REFL PAV MRKT Y I (W) (ARROW) (100 MIL) 13.000 EA $220.00 $2,860.0( 666 REFL PAV MRK TY I (W) (DBL ARROW) (100 MIL) 1.000 EA $265.00 666 REFL PAV MRK TY I (W) (WORD) (100 MIL) 5,000 EA $265.00 $1,325.0( 666 REFL PAV MRK TY I (W) 18" (YLD TRI) ( l00 MIL) 14.000 EA $110.00 $1,540.0( 666 REFL PAV MRK TY I (Y) 4" (DOT) (100 MIL) 147.000 LF 666 REFL PAV MRK TY I (X`) 4'" (SLD) (100 MIL) 1,357 000 LF $0.50 $678.5( 666 PAVEMENT SEALER 4" 4,676.000 LF $0.10 $467,6( 666 PAVEMENT SEALER 6" 1,395.000 LF $0.20 $279.01[ 666 PAVEMENT SEALER $" 200.000 LF $0.25 $50.0( 666 .......... P1�VEEi97 SEALER Iz° 637.000 LF $1.00 $637.0( •666 PAVEMENT SEALER 24' 222.000 LF $2.00 $444.0( 666. PAVEMENT SEALER (ARROW) 13 000 EA $45.00 $585.0( 666 PAVEMENT SEALER (WORDj 5.000 EA $55.00 $275.0( 666 PAV SEALER (DBL ARROW) 1.000 EA $64.00 $64.0( 666 PAVEMENT SEALER (YLD TRI) 14.000 EA $30.00 $420.0{ 672 REFL PAV MRKR TY II -C-R 122.000 EA $6.00 $732.0( Prim&e .: 1126!2015 BID PROPOSAL 1,25-15 - Prop Page; 2 of 5 677 FLIM EXT PAV MRK & MRKS (4") 677 FLIM EXT PAV MRK & MRKS (8") 677 ELIM EXT PAV MRK & MRKS (ARROW) 677 ELIM EXT PAV MRK & MRKS (WORD) 678 PAV SURF PREP FOR MRK (4") 678 PAV SURF PREP FOR MRK (6") 678 PAV SURF PREP FOR MRK (8") 678 PAV SURF PREP FOR MRK (12") 678 PAV SURF PREP FOR MRK (24") 678 PAV SURF" PREP FOR MRK (ARROW) 678 PAV SURF PREP FOR MRK (DBL ARROW) 678 PAV SURF PREP FOR MRK (WORD) 678 PAV SURF PREP FOR MRK (18") (YLD TRI) 812 LINEAR DELINEATION (CB) 637.000 FURN & INST 12" GATE VALVE $2.20 SAN. SEW. 222.000 SAN. SEW MANHOLE (5') $4.40 12" WATER LINE 13,000 DUCTILE IRON ;FITTINGS $45.00 RELOCATE FIRE HYDRANT AND VALVE 1.000 SWR (TRENCH EXCAV PROT) $56.00 CUT &PLUG EXIST. WATER LINE 5.000 CUT & PLUG EXIST. SAN. SEW. LINE $60.00 ADJUST EXIST. WATER VALVE 14.000 CONNECT TO EXIST FIRE HYDRANT LIME $30.00 REMOVE EXIST. WATER LINE 12' 49.000 REMOVE EXIST. SAN. SEW. LINE 10" $15.00 REMOVE EXIST, GATE VALVE I.000 AD. IbST EXIST. SAN, SEW. MANHOLE $2,100.00 TIE EXIST. SAN. SEW, TO PROP, MANHOLE 317.000 CONNECT TO EXIST. WATER LINE 416 DRILL SHAFT (RDWY ILL POLE) (30 IN) 610 INS RD IL AM SA 408-8 '(0.25KW)S 213 ONCOR COBRA HEAD LUMINAIRE FOUNDATION 610 INS RD IL AM U/P (TYPE 1) (0.15KW)5 618 CONDUIT (PVC) (SCHD 40) (2 1N) 618 CONDUIT (PVC) (SCHD 80) (2 IN) '618 CONDUIT (RM) (2 IN) 620 ELECT CONDUCT (NO, 4) XHHW 620 ELECT CONDUCT (NO. 4) BARE 620 ELEC COMDR (NO. 6) BARE 620 ELECT CONDUCT (NO. 6) XHHW 624 GROUND BOX TY A W/ APRON (12231.1) 618 CONDUIT (PVC) (SCHD 40) (2 IN BORED) 618 CONDUIT (RM) (2") 618 CONDUIT (PVC) (SCHD 40) (4") 620 ELEC COMDR (NO. 6) BARE 620 ELEC COMDR (NO. 8) INSULATED 626 ELEC COMDR (NO. 12) INSULATED 624 GROUND BOX TY D (162922) W/APRON 636 ALUMINUM SIGNS (TY A) 680 INSTALL HWY TRAF SIG (SYSTEM) 314.000 TRAFFIC SIGNAL ARCH SYSTEM (40`) $22.00 TRAFFIC SIGNAL ARCH SYSTEM (44.25 ) 682 BACK PLATE (12 IN) (3 SEC) 682VEH SDG SEC (12 IN) LED (GRN ARW) 682 _. VEH SIG SEC (12 IN) LED (YEL) 682 VEH SIG SEC (12 IN) LED (RED) 682 PED SIG SEC (12 IN) LED (COUNTDOWN/1 INDICATIONS) 1,373.000 LF $3.00 $4,119.00 68.000 LF $4.66 $272.00 1.000 EA $63.00 $63,00 1.000 EA $70.00 $70.00 4,676.000 LF $0.20 $935.20 1,395.000 LF $0.25 $348.35 266.060 L,F $1,00 $200.00 637.000 LF $2.20 $1,401.40 222.000 LF $4.40 $976,80 13,000 EA $45.00 $5$5.00 1.000 EA $56.00 $56.60 5.000 EA $60.00 $300.00 14.000 EA $30.00 $420.00' 49.000 EA $15.00 $735.00 I.000 EA $2,100.00 $2,100.00 317.000 LF $45,00 $14,265,00' 3.000 EA $1.0,000.00 $30,000.00, 276.000 LF $60.00 $16,560.00 0.300 TN $10,000.00 $3,000.00' 1.000 EA $4,500.00 $4,500.00 317.000 LF $10.00 $3,170,00 1.000 EA $S2„000.00 $2,000.00, 1.000 EA $2,500.00 $2,500.00 2,000 EA $450.00 $900.00 1.000 EA $2,500.00 $2,500.00 175.000 LF $20.00 $3,500.00 314.000 LF $22.00 $6,908.00 2.000 EA $350.00 $700.00. 2.000 EA $1,750.00 $3,500.00 3.000 EA $5,000.00 $15,000.00 2.000 EA $3,750.00 $7,500.00 24,000 LF $200.00 $4,800.00 2.000 EA$3,100.00 $6,200.00 3.0010 EA $1,000.06 $x,000,00 6.000 EA $1,400.00 $8,400.00 861.000 LF $5.00 $005:00, 80.000 LF $6.00 $480.00 695.000 LF $20,00 $13,900.00 862.000 LF $2.00 $1,724.00 263.000LF $1.50 $394.50; 865.000 LF $1.00 $865,00 1,730.000 LF $1.30 $2,249.00 4,000 EA $525.00 $2,100.00 112.000 LF $15.00 $1,680,00 410.000 LF $20.00 $8,200,00 20.000 LF $20.00 $400,00 2,410.000 LF $1.00$2,410.00 _ 1,93©.660 LF $1.66 $1,930.00 186.606 LF $0.55 $99,06. 1.000 EA $600.00 $600.00 53.000 SF $40.00 $2,120.00 1.000 EA $1.7,000.00 $17,000.00 1.000 EA $20,000.00 $20,000.00 1,000 EA $20,000.00 $20,000.00 9.000 EA$100.00 $900.00 9.000 EA $240.00 $2,160.00 9.000 EA $240.00 $2,16000 9,000 EA $240.00 $2,160,00 8.000 EA $610.00 $4,880.00 Pdnted: 1/2612615 BID PROPOSAL 1-26.15 - Prop PageT 3 of 5 684 TRF SIG CBL (TY A) (14 AWGj (S CONDR} 684 TRF SIG CBL (TY A) (14 AWG) (7 CONDR} 684 ... . TRF SIG CBL (TY A) (14 AWG) (10 CONDR) 684 TRF SIG CBL (TY C) (12 AWG) (2 CONDR) 687 PE17 POLE ASSEMBLY 666 TRAEF3C SIGNAL LUMINAIRE HEAD 690 INSTALL OF LUMINAIRE HEAD (8' ARM) 6044 VIVDS CAMERA ASSEMBLY 6266 V1VbS SET-UP SYSTEM 6266 VIVDS COMMUNICATION CABLE (COAXIAL) 6525 EMERGENCY PREEMPTION DETECTOR 6525 EMERGENCY PREEMPTION DETECTOR CABLE 8835 ACCESSIISLE PEDESTRIAN SIGNAL UNITS 8368 CONDUIT (PREPARE) 8368 GROUND BOX (PREPARE) $1,500.00 TRAFFIC CONTROL 1.000 CONSTRUCTION EXITS (TYPE 1) $5,500.00 REMOVING CONSTRUCTION EXITS 1,685.000 SEDIMENT FENCE $2.40 SEDIMENT" FENCE INLET 3.000 REMOVAL OF SEDIMENT FENCE SANDBAGS 1,685.000 MOB 1,250.000LF $1.50 ............. $1,87 00 .. .w ..w. ... _ -- _ 1,625.000 LF $1.80 $2 925.00 1,665.1700 LF $3.80 $6,3 " 27.00 2,85 1.5.000 LF 1.3 $0 $3,71.50 2.000 EA $1,700.00 $3,400.00 2:000 EA $840.00 $1,680.00 2.000 EA $900.00 $1,800.00 3.000 EA $1,500.00 $4,500.00 1.000 EA $5,500.00 $5,500.00 1,685.000 LF $2.40 $4,044.00 3.000 EA$2,30,1.00 $6,900.00 1,685.000 LF $1.05 $1,769.25 8:000 EA $1,200.00 $9,600.00 3,325.000 LF $1.30 50 $4,32150 6.000 EA $250.00 $1,500.00 1.000 LS $20,000.00 $20,000.00 156.000 SY $15.00 $2,340.00 156.000 SY $5.00 $780.00 506.000 LF $1.50 $759.00 426.000 LF $4.50 $1,917.00, 932.000 LF $0.50 $466.00 45.000 EA $6.00 $270.00 1.000 LS $475,000.00 $475 000.00 Bid Total: $4,87.5,421.55