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HomeMy WebLinkAbout2000-188ORDINANCE NOp;0 - I a p AN ORDINANCE ACCEPTING COMPETITIVE BIDS AND AWARDING AN ANNUAL CONTRACT FOR THE INSTALLATION OF UNDERGROUND UTILITIES, PROVIDING FOR THE EXPENDITURE OF FUNDS THEREFORE, AND PROVIDING AN EFFECTIVE DATE (BID 24491- ANNUAL CONTRACT FOR ELECTRIC UNDERGROUND SERVICES INSTALLATION AWARDED TO BARCO CONSTRUCTION, INC, DBA REEVES ENTERPRISES AS LISTED BELOW WHEREAS, the City has solicited, received and tabulated competitive bids for the purchase of necessary materials, equipment, supplies or services in accordance with the procedures of STATE law and City ordinances, and WHEREAS, the City Manager or a designated employee has reviewed and recommended that the herein described bids are the lowest responsible bids for the materials, equipment, supplies or services as shown in the "Bid Proposals" submitted therefore, and WHEREAS, the City Council has provided in the City Budget for the appropriation of funds to be used for the purchase of the materials, equipment, supplies or services approved and accepted herein, NOW, THEREFORE, THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS SECTION I That the numbered items in the following numbered bids for materials, equipment, supplies, or services, shown in the 'Bid Proposals" listed hereon, and on file in the office of the Purchasing Agent, are hereby approved BID ITEM NUMBER NO VENDOR AMOUNT 2491 ALL Barco Construction, Inc Exhibit A dba Reaves Enterprises SECTION II That by the acceptance and approval of the above numbered items of the submitted bids, the City accepts the offer of the persons submitting the bids for such items and agrees to purchase the materials, equipment, supplies or services in accordance with the terms, specifications, standards, quantities and for the specified sums contained in the Bid Invitations, Bid Proposals, and related documents $ECTION IIIThat should the City and persons submitting approved and accepted items and of the submitted bids wish to enter into a formal written agreement as a result of the acceptance, approval, and awarding of the bids, the City Manager or his designated representative is hereby authorized to execute the written contract which shall be attached hereto, provided that the written contract is in accordance with the terms, conditions, specifications, standards, quantities and specified sums contained in the Bid Proposal and related documents herein approved and accepted SECTION IV That by the acceptance and approval of the above numbered items of the submitted bids, the City Council hereby authorizes the expenditure of funds therefor to the amount and in accordance with the approved bids or pursuant to a written contract made pursuant thereto as authorized herein SECTION V That this ordinance shall become effective immediately upon its passage and approval PASSED AND APPROVED this 0 day ofLtt.,�, 2000 ,tea,/"' " � EULINE BROCK, MAYOR ATTEST JENNIFER WALTERS, CITY SECRETARY APPROVED AS TO LEGAL FORM HERBERT L PROUTY, CITY ATTORNEY BY 24917 EXHIBIT A Bid Number 2491 Barco ID Description it Est/ Qty I Eval / Cost Excavation and Backfill D1 ITrench with Trencher 6" wide by 30" deep Ft 70,0001 35,000 D2 ITrench with Trencher 6" wide by 48" deep Ft 100,0001 125,000 D3 ITrench with Trencher 6" wide by 60" deep Ft 5,0001 7,500 D4 ITrench with Backhoe 18" wide 48" deep Ft 178,0001 356,000 D5 Trench with Backhoe 18" wide 60" deep Ft 10,000 25,000 D6 Trench with Backhoe 18" wide 72" deep Ft 30,000 90,000 D7 Trench with Backhoe 18" wide 84" deep Ft 1,000 4,006 D8 Trench with Backhoe 18" wide 96" deep Ft 1,000 5,000 D9 Trench with Backhoe 24" wide 48" deep Ft 1,000 2,000 D10 Trench with Backhoe 24" wide 60" deep Ft 15,000 37,500 Dl 1 I Trench with Backhoe 24" wide 72" deep Ft 5,0001 15,000 D12 Trench with Backhoe 24" wide 84" deep Ft 5,0001 20,000 D13 Trench with Backhoe 24" wide 96" deep Ft 1,0001 5,000 D14 Trench with Backhoe 36" wide 48" deep Ft 1,0001 2,000 D15 Trench with Backhoe 36" wide 60" deep Ft 1,0001 2,500 D16 Trench with Backhoe 36" wide 72" deep Ft 1,0001 3,000 D17 Trench with Backhoe 36" wide 84" deep Ft 1,000 4,000 D18 ITrench with Backhoe 36" wide 96" deep Ft 100 1,000 D 19 Special trencher for trenching in rock, 6" width Ft 2,000 5,000 b20 Rock Adder, Backhoe 18" Width, Cutting & Jack Hammer Ft 100 300 D21 Rock Adder, Backhoe 24" Width, Cutting & Jack Hammer Ft 100 300 D22 Rock Adder, Backhoe 36" Width, Cutting & Jack Hammer Ft 100 300 D23 Rock Adder, Backhoe 18" Width, Large Rock Quantity Ft 1,000 3,000 D24 Rock Adder, Backhoe 24" Width, Large Rock Quantity Ft 500 1,500 D25 Rock Adder, Backhoe 36" Width, Large Rock Quantity Ft 100 300 D26 Hand Digging 30" deep Ft 100 2,000 D27 Hand Digging 48" deep Ft 35 700 D28 Concrete Backfill of Trench Excavated by Backhoe CY 1,200 300 D29 Concrete Backfill of 6" Trench CY 2,000 1,500 D30 Mechanical Tamping of Trench Excavated by Backhoe Ft 2,000 2,000 Barco ID Description Unit Est/ Qty I Eval / Cost Directional Boring DBl Bore 2" DR 13 5 Duct Ft 4001 3,200 DB2 Bore 2 & 1/2" SDR 13 5 Duct Ft 400 3,200 DB3 Bore 3" SDR 13 5 Duct Ft 100 800 DB4 Bore 4" SDR 13 5 Duct Ft 500 6,000 DB5 Bore 6" SDR 13 5 Duct Ft 500 6,000 Combinations DB6 One 6", and One 2" SDR 13 5 Duct Ft 2001 4,000 DB7 One 6", ,One 4" and One 2" SDR 13 5 Duct Ft7 200 5,000 DB8 Two 2" SDR 13 5 Duct Ft 200 2,400 Straight Line Boring (Optional) SL1 Bore 6" Dirt Ft 100 1,200 SL2 I Bore 8" Dirt Ft 100 1,800 SU Bore 10" Dirt Ft 100 1,800 SL4 Bore 12" Dirt Ft 100 2,400 SL5 Bore 14" Dirt Ft 100 2,800 SL6 Bore 10' Dirt Ft 1 100 3,200 SL7 Bore 18" Dirt With casing to TXDOT Sid Ft 1001 5,400 SL8 Bore 20" Dirt With casing to TXDOT Sid Ft 500 30,000 SL9 Bore 2" Rock Ft 100 1,200 SL10 Bore 4" Rock Ft 100 1,400 SL11 Bore 6" Rock Ft 100 1,800 SL12 Bore 8" Rock Ft 100 2,800 SL13 Bore 10" Rock Ft 100 3,000 SL14 Bore 12" Rock Ft 1 1001 3,400 Conduit Installation in 6" Wide Trench CTl Conduit V PVC Ft 3,0001 906 CT2 Conduit 2" PVC Ft 112,0001 52,640 CT3 Conduit 2 & 1/2 " PVC Ft 2,0001 1,000 CT4 Conduit 3" PVC Ft 100 50 CT5 Conduit 4" PVC Ft 21,000 11,550 CT6 One 1" PVC Conduit and One 2& 1/2" PVC Conduit 70,000 45,500 CT7 Conduit V PVC 90 degree sweep Ea 200 800 CT8 Conduit 2" PVC 90 degree sweep Ea 900 3,600 CT9 Conduit 2 & 1/2 " PVC 90 degree sweep Ea 2,500 10,000 CT10 Conduit 3" PVC 90 degree sweep Ea 1 4 CT11 Conduit 4" PVC 90 degree sweep Ea 250 1,250 CT12 Conduit 2" PVC 45 degree sweep Ea 200 800 CT13 Conduit 2 & 1/2 " PVC 45 degree sweep Ea 200 800 CT14 Conduit 3" PVC 45 degree sweep Ea 1 4 CT15 Conduit 4" PVC 45 degree sweep Ea 65 325 CT16 Conduit 4" PVC 22 & 1/2 degree sweep Ea 80 400 Barco ID Description Unit Est/ Qty I Eval / Cost Multiple Conduit Instal ations in 18" to 36r Trench CBl Conduit l" PVC Ft 1,0001 300 CB2 lAdditional 1" PVC Conduit in Trench Ft 1001 30 CB3 I Conduit 2"PVC Ft 15,0001 7,050 C134 jAdditional. 2" PVC Conduit in Trench Ft 2,0001 940 CBS I Conduit 2 & 1/2 " PVC Ft 1,0001 500 CB6 jAdditional 2 & 1/2" PVC Conduit in Trench Ft 1,0001 500 CB7 Condutt3" PVC Ft 1001 50 C138 Additional 3" PVC Conduit in Trench Ft 100 50 CB9 Conduit 4" PVC Ft 20,000 11,000 CB10 Additional 4" PVC Conduit in Trench Ft 20,000 11,000 CBl l Condurt V PVC Ft 20,000 22,000 CB12 Additional 6" PVC Conduit in Trench Ft 12,000 13,200 CB13 jBank of two 6", two 4", and two 2" Ft 2,000 8,400 CB14 jBank of three 6", three 4", and three 2" Ft 1,000 6,250 CB 15 1 Conduit 1" PVC 90 degree sweep Ea 10 40 CB16 Conduit, 2" PVC 90 degree sweep Ea 45 180 CB17 Conduit 2 & 1/2 " PVC 90 degree sweep Ea 5 20 CB18 Conduit 3" PVC 90 degree sweep Ea 1 4 CB19 Conduit 4" PVC 90 degree sweep Ea 125 625 CB20 Conduit 6" PVC 90 degree sweep Ea 50 300 CB21 Conduit 2" PVC 45 degree sweep Ea 201 80 CB22 Conduit 2 & 1/2 " PVC 45 degree sweep Ea 51 20 CB23 Conduit 3" PVC 45 degree sweep Ea 1 4 CB24 Conduit 4" PVC 45 degree sweep Ea 200 1,000 CB25 Conduit 6" PVC 45 degree sweep Ea 20 120 CB26 Conduit, 4" PVC 22 & 1/2 degree sweep Ea 20 100 CB27 Conduit 6" PVC 22 & 1/2 degree sweep Ea 20 120 Primary and Secondary Conductor Installation CH Cable,Cu OF SOL, 12/2 awg Secondary Ft 10,000 2,500 Cl2 Cable, Al 2/0 2/0 #1 Secondary Ft 2,900 290 CI3 Cable, Al 4/0 4/0 2/0 Secondary Ft 90,000 45,000 CI4 Cable, Cu 250 250 4/0 Secondary Ft 10,000 8,000 CI5 Cable, 2 Al 15 kV Single Phase Pull Ft 70,000 35,000 CI6 Cable, 4/0 Al 15 kV Single Phase Pull Ft 9,000 5,400 C17 Cable, 2 Al 15 kV Three Phase Pull Ft 1,000 600 CI8 Cable, 4/0 Al 15 kV Three Phase Pull Ft 7,000 10,500 C19 Cable, 50 MCM Cu 15 kV Three Phase Pull Ft 100 200 CI10 Cable, $00 MCM Cu 15 kV Three Phase Pull Ft 2,000 4,000 CIl I I Cable, 750 MCM Cu 15 kV Three Phase Pull Ft 1,000 3,000 Barco ID Description Unit Est/ Qty I Eval / Cost Termm tions Tl Elbow, oadbreak #2 AL 220 mil 15 kV Ea 5001 17,500 T2 Elbow, 4oadbreak #4/0 AL 220 mil 15 kV Ea 501 1,750 T3 Elbow, T Nonloadbreak 250 MCM 15 kV Ea 3 90 T4 Elbow, Nonloadbreak 500 MCM 15 kV Ea 3 90 T5 Elbow, T Nonloadbreak 750 MCM 15 kV Ea 3 90 T6 Termination Rack / Utility Pole single phase # 2 Ea 35 1,750 T7 ITernunation Rack / Utility Pole vee phase # 2 Ea 4 240 T8 I Termination Rack / Utility Pole 3 phase # 2 Ea 12 840 T9 Termm on Rack / Utility Pole single phase #4/0 Ea 11 50 T10 Termination Rack on a Utility Pole vee phase # 4/0 Ea 11 60 Tl l Terming on Rack on a Utility Pole 3 phase # 4/0 Ea 1 70 T12 Tenninution Rack on a Utility Pole 3 phase 250MCM Ea 1 50 T13 Termination Rack on a Utility Pole 3 phase 500 MCM Ea 1 60 T 14 Tenpin tion Rack on a Utility Pole 3 phase 750MCM Ea 1 70 Arresters Al ArresterElbow, 10 kV Ea 200 1,000 A2 Arrester, Busing Stand 10 kV Ea 25 125 A3 Arrester, Parking Stand 10 kV Ea 3 15 Manho es and Vaults V I 4 Way Manhole 12' X 12' X 9' / Y of Cover Ea 31 7,500 V2 3 Way Manhole 12' X 10' X 9' / 3' of Cover Ea 21 5,000 V3 Additional foot of cover for 4 Way or 3 Way to 6' Ft 1 250 V4 Fibergl ss Vault 4'W X 4'D x 81 Surface Mount Ea 2 800 V5 Fibergl ss Vault 4'W X 4'D x 61 Surface Mount Ea 2 700 V6 Fibergl ss Vault 4'W X 4'D x 51 Surface Mount Ea 2 600 V7 Fibergl ss Vault 4'W X 4'D x 41 Surface Mount Ea 2 500 V8 Fibergl ss Box 13"W X 18"D x 24% Surface Mount Ea 12 1,200 V9 Fiberglass Box 12"W X 12"D x 12"L Surface Mount Ea 121 900 V10 Fiberglass Sleeve, Pn Connection Cabinet 1 Phase Ea 11 75 V 11 Fiberglass Sleeve, Pn Connection Cabinet 3 Phase Ea 11 200 Excava on to Acces side of a Manhole Ea 4 800 Excava on to Acces side of a Vault Ea 2 150 6" Con mt Entry into Manhole Ea 6 360 rVl 4" Con mt Entry into Manhole Ea 6 240 2 1/2" onduit Entry into Manhole Ea 6 150 2" Conduit Entry into Manhole Ea 6 120 V18 6" Conduit Entry into Vault Ea 1 61 360 V 19 4" Conduit Entry into Vault Ea 6 240 V20 2 1/2" Conduit Entry into Vault Ea 6 150 V21 2" Conduit Entry into Vault Ea 6 120 V22 Concrete Blocking of Conduits entering a Manhole CY 1 701 53 Barco ID Description Unit Est/ Qty Eval / Cost Found tons PI ITransfamer Pad 48" X 54" Fibercrete Ea 250 28,125 P2 I Switch Gear Pad T x Tx 3' Ea 11 5,500 Equipment El I Secondary Connection Pedestal Ea 4501 21,150 E2 I Single Phase Transformer on Pad Ea 2501 31,250 E3 Three Phase Transformer on Pad Ea 4 500 E4 Switch Gear on Pad Ea 11 1,375 E5 Primary 1 Phase Sectionalizing Pedestal on Sleeve Ea 1 125 E6 Primary 3 Phase Sectionalizmg Pedestal on Sleeve Ea 1 125 Fiber FI Place Overhead Fiber Meter 2,000 6,000 F2 I Pull Fi er in Conduit Meter 2,000 7,000 Other 01 20 Ft Concrete Pole and Street Light, 976 pounds Ea 3001 45,000 02 35 Ft Concrete Pole and Street Light 1,750 pounds Ea 121 1,800 03 45 Ft Fiberglass Pole and Street Light Ea 6 600 04 Place Fault Indicator Single Phase Ea 25 125 05 Place Fault Indicator Three Phase Ea 2 10