RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO Item Description Est. Qty. Units Unit Price

Size: px

Start display at page:

Download "RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO Item Description Est. Qty. Units Unit Price"

Dustin Johns
5 years ago
Views:

1 2. BID SCHEDULE RANCHERO ROAD AND BNSF GRADE SEPARATION PROJECT, C.O. NO To the Honorable Mayor and City Council of the City of Hesperia: Schedule of prices to construct the Ranchero Road and BNSF Grade Separation Project. All proposed improvements as shown on the drawings shall be furnished and installed and coordinated by the Contractor. Bids shall include sales taxes and all other applicable taxes and fees. In compliance with the Notice Inviting Sealed Bids, the undersigned hereby agrees to enter into a contract to furnish all labor, materials, equipment, and supplies for the above-mentioned project in accordance with the Plans, Profiles, and Contract Documents and Specifications, which are on file at the City of Hesperia, at the following prices: 1 Bonds, insurance, mobilization, field office, construction water, clean-up, relocation, demobilization, all misc. work, etc. complete and in place. 1 LS $ N/A $ 2 SWPPP Conformance & Implementation 1 LS $ N/A $ 3 Compliance with the requirements of permits and agreements issued by utilities and other regulatory agencies as described in Chapter VI Special Provisions, Section 5 1 LS $ N/A $ 4 Traffic Control Plans & Implementation 1 LS $ N/A $ 5 Clear and Grub 1 LS $ N/A $ 6 Remedial Removal and Re-compaction 209,600 CY $ $ 7 Construct Concrete Protective Slab per Plan Sheet CD-2 and G CY $ $ 8 Unclassified Excavation 522,000 CY (F) $ $ 9 Unclassified Fill 548,000 CY (F) $ $ Page 3-3

2 10 Import/Export Fill Materials 106,000 CY $ $ 11a 11b 11c 12a 12b 12c Construct Masonry Sound Wall SW-2 per Plan Sheet G-1 6,720 SF $ $ Construct Footing for Masonry Sound Wall SW-2 per Plan Sheet G LF $ $ CIDH Piles for Masonry Sound Wall SW-2 per Plan Sheet G-1 1 LS $ N/A $ Construct Masonry Sound Wall SW-8 per Plan Sheet G-6 and G-7 6,900 SF $ $ Construct Footing for Masonry Sound Wall SW-8 per Plan Sht. G-6 and G LF $ $ CIDH Piles for Masonry Sound Wall SW-8 per Plan Sheet G-6 and G-7 1 LS $ N/A $ 13 Construct 6' High Non-retaining Garden Wall per City of Hesperia Std. Dwg. G-2 89 LF $ $ 14 Construct Concrete Retaining Wall A per Plan Sheet CD-3 and CD-4 53 CY $ $ 15 Construct Concrete Retaining Wall B per Plan Sheet CD-3 and CD-4 71 CY $ $ 16 Construct Concrete Retaining Wall D per Plan Sheet CD-3 and CD CY $ $ 17 Construct 6' High Non-retaining Garden Wall per City of Hesperia Std. Dwg. G LF $ $ 18 Furnish & Install Construction Area Signs 29 EA $ $ 19 Construct 24 x 24 Drop Inlet 1 EA $ $ Page 3-4

3 20 Construct 18 RCP 3000D 73 LF $ $ 21 Construct Straight Headwall per Caltrans Std. Plan D89 1 EA $ $ 22 Construct RSP Splash Pad per Caltrans Std. Specs, Section CY $ $ 23 Construct 6 PVC Drain Line 85 LF $ $ 24 Structure Excavation (Bridge) 13,780 CY (F) $ $ 25 Structure Backfill (Bridge) 2,510 CY (F) $ $ 26 Structure Drain Pipe - 6" Welded Steel Pipe (Bridge) 35 LF $ $ 27 Pervious Backfill Material (Bridge) 70 TON (F) $ $ 28 Furnish Steel Piling (Bridge) 11,770 LF (F) $ $ 29 Drive Steel Pile (Bridge) 11,770 LF (F) $ $ 30 Cast in Place Concrete psi (Bridge) 1,470 CY (F) $ $ 31 Cast in Place Concrete psi (Bridge) 370 CY (F) $ $ 32 Reinforcement (Bridge) 564,200 LB (F) $ $ 33 Concrete Coating (Bridge) 14,000 SF (F) $ $ 34 Structural Steel (Bridge) 590 TON (F) $ $ 35 Bridge Deck Waterproofing (Bridge) 1,020 SY (F) $ $ 36 Flashing and Steel Cover Plates as detailed on Plan Sht. S-18 (Bridge) 1 LS (F) $ N/A $ Page 3-5

4 37 Elastomeric Bearing Pads (Bridge) 144 EA (F) $ $ 38 Hand Railing (Bridge) 500 LF (F) $ $ 39 Slope Paving Rock Cobble and Concrete (Bridge) 3,900 SF (F) $ $ 40 Slope Paving Graphics Precast Panels as detailed on Plan Sht. S-25 (Bridge) 1 LS (F) $ N/A $ 41 Wingwalls - Fractured Rib Texture Only (Bridge) 1 LS (F) $ N/A $ 42 Wingwalls - Fractured Rib Texture with Graphics as detailed on Plan Sht. S-26 (Bridge) 1 LS (F) $ N/A $ 43 Remove Curb Opening Outflow Structure 215 LF $ $ 44 Sawcut and Remove Curb & Gutter 110 LF $ $ 45 Remove and Replace Curb and Gutter 25 LF $ $ 46 Remove and Dispose of AC Pavement and Base 115,500 SF $ $ 47 Remove & Replace Exist. AC Pavement per City of Hesperia Std. Dwg. ST-10 1,100 SF $ $ 48 Remove Existing Rock Slope Protection 690 SF $ $ 49 Remove Existing Manhole 3 EA $ $ 50 Remove Existing Catch Basin 1 EA $ $ 51 Remove and Dispose Concrete Channel, Pipe, Rock Slope Protection 1,450 LF $ $ Page 3-6

5 52 Remove & Dispose Existing Storm Drain 290 LF $ $ 53 Remove various exist. water lines sized 4-inch to 18-inch as shown on the plans 1 LS $ N/A $ 54 Plug Existing Storm Drain per SPPWC Std. Plan & abandon existing Storm Drain in place 2 EA $ $ 55 NOT USED - RESERVED 0 N/A $ N/A $ Construct Concrete Rock Slope Protection, 2-Ton Class Rock 1,690 CY $ $ 57 Construct Concrete Rock Slope Protection, "1/4 Ton" Class Rock 4,336 CY $ $ 58 Construct 1/4 ton Rip Rap Blanket per detail on Plan Sheet G CY $ $ 59 Construct Concrete Interceptor Drain per detail on Plan Sheet G-10 6,743 LF $ $ 60 Construct Concrete Down Drain per detail on Plan Sheet G LF $ $ 61 Construct Concrete Terrace Drain per detail on Plan Sheet G-10 3,250 LF $ $ 62 Construct Concrete Parkway Drain per detail on Plan Sheet G CY $ $ 63 Construct Concrete Parkway Drain per SPPWC Std. Plan LF $ $ 64 Construct Grating Catch Basin (transverse) per SPPWC Std. Plan EA $ $ 65 Construct Protection Barrier per SPPWC Std. Plan EA $ $ Page 3-7

6 66 Construct Concrete Cut-off Wall per Plan Sheet D CY $ $ 67 Construct Manhole Pipe to Pipe Mainline per SPPWC Std. Plan EA $ $ 68 Construct Manhole Pipe to Pipe per SPPWC Std. Plan EA $ $ 69 Construct Junction Structure Pipe to Pipe Inlet per SPPWC Std. Plan EA $ $ 70 Construct Junction Structure Pipe to Pipe per SPPWC Std. Plan 332-2, Case per Plans 4 EA $ $ 71 Construct Transition Structure Pipe to Pipe per SPPWC Std. Plan EA $ $ 72 Construct Junction Structure Pipe to RCB per SPPWC Std. Plan EA $ $ 73 Construct Concrete Collar per SPPWC Std. Plan EA $ $ 74 Construct Pressure Manhole Shaft per SPPWC Std. Plan EA $ $ 75 Construct Velocity Control Rings per SPPWC Std. Plan EA $ $ 76 Construct Box Culvert Warped Wing Walls per Caltrans Std. Plan D86A 46 CY $ $ 77 Construct Pipe Headwall and Warped Wing Walls per Caltrans Std. Plan D86B 34 CY $ $ 78 Construct Pipe Headwall and Wing Walls per Caltrans Std. Plan D90 12 CY $ $ Page 3-8

7 79 Construct Gravity Headwall per San Bernardino Cnty. Road Dept. Std EA $ $ 80 Construct Concrete Pipe Slope Anchor per SPPWC Std. Plan EA $ $ 81 Construct Concrete Lined Trap Channel per Plan Sheet D CY $ $ 82 Construct Monolithic Catch Basin Connection per SPPWC Std. Plan EA $ $ 83 Construct Curb Opening Catch Basin per SPPWC Std. Plan EA $ $ 84 Construct Pipe through Channel w/flap Gate per SBCFCD Std. Plan 183-A 2 EA $ $ 85 Construct 84" RCP, D Load Per Profile 2,732 LF $ $ 86 Construct 72" RCP, D Load Per Profile 15 LF $ $ 87 Construct 60" RCP, D Load Per Profile 2,244 LF $ $ 88 Construct 54" RCP, D Load Per Profile 685 LF $ $ 89 Construct 48" RCP, D Load Per Profile 2,370 LF $ $ 90 Construct 36" RCP, D Load Per Profile 428 LF $ $ 91 Construct 30" RCP, D Load Per Profile 410 LF $ $ 92 Construct 24" RCP, D Load Per Profile 330 LF $ $ 93 Construct 18" RCP, D Load Per Profile 214 LF $ $ 94 Construct single 12 x 12 RCB per Caltrans Std. Plan D LF $ $ Page 3-9

8 95 Construct double 10 x 10 RCB per Caltrans Std. Plan D LF $ $ 96 Construct 8 PVC C900 Water Line per City of Hesperia Std. Dwgs. 1,752 LF $ $ 97 Construct 12" DIP CL 150 Water Line per City of Hesperia Std. Dwgs. 118 LF $ $ 98 Construct 16 DIP CL 150 Water Line per City of Hesperia Std. Dwgs. 155 LF $ $ 99 Install 16 DIP 45 Bend 2 EA $ $ 100 Construct 18" DIP CL 150 Water Line per City of Hesperia Std. Dwgs. 1,927 LF $ $ 101 Install 18" DIP 45 Bend 13 EA $ $ 102 Install 18" DIP 11 1/4 Bend 1 EA $ $ 103 Install 18" DIP 22 1/2 Bend 2 EA $ $ 104 Install 12" Butterfly valve per City of Hesperia Std. Dwg. W-1a and W-4a 2 EA $ $ 105 Install 18" Butterfly Valve per City of Hesperia Std. Dwg. W-1a and W-4a 4 EA $ $ 106 Construct 18" CML/CMC Steel Water Line 350 LF $ $ 107 Install 18" CML/CMC 45 Bend 4 EA $ $ 108 Install 1" Air and Vacuum Release Valve per City of Hesperia Std. Dwg. W-21 2 EA $ $ 109 Install 2" Air and Vacuum Release Valve per City of Hesperia Std. Dwg. W-17 2 EA $ $ Page 3-10

9 110 Construct 4 Line Drain Blow Off per City of Hesperia Std. Dwg. W-20 2 EA $ $ 111 Install 3-way Fire Hydrant per City of Hesperia Std. Dwg. W-2b 3 EA $ $ 112 Relocate Existing Fire Hydrant 1 EA $ $ 113 Remove and Salvage Exist. Fire Hydrant 1 EA $ $ 114 Remove and Salvage Exist. Air Vac 1 EA $ $ 115 Install 8 Gate Valve per City of Hesperia Std. Plan W-1a and W-4a 3 EA $ $ 116 Construct 4" PVC Irrigation Sleeve 1,030 LF $ $ 117 Construct Local Depression CB W= SF $ $ 118 Construct Local Depression CB W=7 25 SF $ $ 119 Construct Local Depression CB W=14 98 SF $ $ 120 Construct Local Depression CB W= SF $ $ 121 Construct Local Depression CB W= SF $ $ 122 Construct Select Subgrade 85,800 CY $ $ 123a Construct Aggregate Base (Roadway) 5,267 CY $ $ 123b Construct Aggregate Base (Sub Ballast) 6,683 CY $ $ 123c Remove, relocate, construct Aggregate Base (from Sub Ballast to Roadway) 6,683 CY $ $ 124 Construct 8-inch Curb and Gutter per SPPWC Std. Plan ,030 LF $ $ Page 3-11

10 125 Construct 8-inch Curb and 12 Gutter per SPPWC Std. Plan LF $ $ 126 Construct 8-inch Curb per SPPWC Std. Plan ,007 LF $ $ 127 Construct Cross Gutter and Spandrel per SPPWC Std. Plan ,265 SF $ $ 128 Construct 6-inch Curb and Gutter per SPPWC Std. Plan ,576 LF $ $ 129 Construct 4-inch mountable AC Dike Type E per Caltrans Std. Plan A87B 1,648 LF $ $ 130 Concrete Commercial Drive Approach per City of Hesperia Std. Dwg. ST-1 3 EA $ $ 131 Concrete Residential Drive Approach per City of Hesperia Std. Dwg. ST-2 9 EA $ $ 132 Concrete Residential Drive Approach per City of Hesperia Std. Dwg. ST-3 6 EA $ $ 133 Construct Mod Sidewalk Ramp per City of Hesperia Std. Dwg. ST EA $ $ 134 Construct 0.65 AC Pavement 29,830 TON $ $ 135 Construct 0.40 AC Pavement 674 TON $ $ 136 Construct 0.35 AC Pavement 1,520 TON $ $ 137 Construct 0.25 AC Pavement 487 TON $ $ 138 Construct 0.35' AC Over Native 4,274 TON $ $ 139 Construct 6-inch AC Dike per SPPWC Std. Plan ,341 LF $ $ Page 3-12

11 140 Construct 3 AC Driveway Connection per City of Hesperia Std. Dwg. ST-3 58 TON $ $ 141 Remove and Replace Concrete Driveway per City of Hesperia Std. Dwg. ST SF $ $ 142 Construct 2.5 AC Driveway Approach per City of Hesperia Std. Dwg. ST-2 1 EA $ $ 143 Construct Fencing per SBCFCD Special DWG. No. 1 2,282 LF $ $ 144 Construct 20' Wide Access Gate per Plan Sheet D-15 3 EA $ $ 145 Construct Pipe Gate per SPPWC Std. Plan EA $ $ 146 Construct 20 Wide Access Gate per SBCFCD Special DWG No. 1 2 EA $ $ 147 Construct 5 Chain Link Fence, Grounded 557 LF $ $ 148 Construct Grounded SCE Access Gate 1 EA $ $ 149 Relocate Existing Street Sign 2 EA $ $ 150 Install 4" Dashed White Lane Line [MUTCD Fig. 3A-102(CA) - Detail 12] 13,362 LF $ $ 151 Install 4" Solid Double Yellow Line [MUTCD Fig. 3A-104(CA) - Detail 22] 2,501 LF $ $ 152 Install Right Edge Pattern [MUTCD Fig. 3A-105(CA) - Detail 26] 14,490 LF $ $ 153 Install 4 White Right Edge Pattern [MUTCD Fig. 3A-106(CA) - Detail 27B] 7,100 LF $ $ Page 3-13

12 154 Install 6" Solid White Bike Lane Line [MUTCD Fig. 3A-111(CA) - Detail 39] 12,389 LF $ $ 155 Install 6 White Bike Line Pattern [MUTCD Fig. 3A-111(CA) - Detail 39A] 756 LF $ $ 156 Install 8 White Lane Drop Pattern [MUTCD Fig. 3A-111(CA) - Detail 37B] 350 LF $ $ 157 Install 8 White Channelizing Line [MUTCD Fig. 3A-111(CA) - Detail 38] 575 LF $ $ 158 Install 12 White Stop Line 1,131 LF $ $ 159 Install 12" Solid White Stop Line/Chevron 200 LF $ $ 160 Furnish and Install Thermoplastic Pavement Markings (Directional Arrows and Messages) 96 EA $ $ 161 Furnish and Install Object Markers [MUTCD Fig. 3C-1(CA) - Type K-1/K-2] 7 EA $ $ 162 Furnish and Install Traffic Signs 50 EA $ $ BASIS FOR LOW BID / TOTAL BID FOR ITEMS = $ (F) Denotes Final Pay Item The lowest bid shall be determined by the lowest submitted Base Bid, which includes Bid Item No s. 1 through 162. The City may, at its discretion, award one or more of the Add or Alternate Bid Items when awarding a contract. Bidders shall provide a bid amount for ALL Add or Alternate Bid Items. Failure to provide bid amounts may be cause for rejection of a bid. Page 3-14

13 ADD OR ALTERNATE BID ITEMS Item Description Est. Qty. Units Unit Price A-85 Design, process submittals, and Construct 84 Cast-in-Place Concrete Pipe in lieu of 84 RCP, D Load 2,732 LF $ $ A-86 Design, process submittals, and Construct 72 Cast-in-Place Concrete Pipe in lieu of 72 RCP, D Load 15 LF $ $ A-87 Design, process submittals, and Construct 60 Cast-in-Place Concrete Pipe in lieu of 60 RCP, D Load 2,244 LF $ $ A-88 Design, process submittals, and Construct 54 Cast-in-Place Concrete Pipe in lieu of 54 RCP, D Load 685 LF $ $ A-134a A-134b Construct Ranchero Road with 0.50 of PCC Pavement, Class 520-A-2500 per Section and Section 201 of the Standard Specifications, the project plans, and the Special Provisions in lieu of 0.65 of AC Pavement. If this Bid item is awarded by the City then an equal amount of AC Pavement shall be deducted from Bid Item No ,440 CY $ $ Construct an additional 1.8-inches of Aggregate Base (roadway) 3,363 CY $ $ B-1 Design, Furnish, Construct, and Build (Design/Build) a complete, turnkey, operational Traffic Signal at the intersection of Ranchero Road and Santa Fe Avenue 1 LS $ N/A $ FINAL PAY ITEMS When an item of work is designated as (F) in the Bid Schedule, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of that item are revised Page 3-15

14 by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the estimated quantity for the item will be eliminated. If a portion of a final pay item is eliminated, the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work. The estimated quantity for each item of work designated as (F) in the Bid Schedule shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity. In case of discrepancy between the quantity shown in the Bid Schedule for a final pay item and the quantity or summation of quantities for the same item shown on the plans, payment will be based on the quantity shown in the Bid Schedule. ADDENDA This Bid is submitted with respect to the changes to the contract included in Addendum Number(s) (fill in numbers of addenda that have been received). Bidder acknowledges receipt of the following Addendum: Addendum No. Addendum No. Addendum No. Addendum No. Date: Date: Date: Date: Warning If an Addendum or Addenda have been issued by the City of Hesperia and not noted above as being received by the Bidder, this Bid may be rejected. The undersigned has checked carefully all of the above figures and understands that the City shall not be responsible for any errors or omissions on the part of the undersigned in making up this bid. Attached to this Bid is cash, or a cashier s check, or a certified check in favor of the City of Hesperia, in an amount equal to at least ten percent (10 %) of the grand total of all items, or a bid bond for said amount in the form furnished by the City, with the understanding that said security shall be held by the City until the agreement for doing the work has been entered into, and that said total security shall be forfeited to the City as liquidated damages should the undersigned fail to enter into a contract and furnish the required bonds and insurance within the time specified in the Contract Documents regardless of the actual total of the bids included in the awards. If awarded the contract, the undersigned agrees that in the event of such failure, the actual amount of damages to the City would be impractical and extremely difficult to determine. Page 3-16

15 The undersigned is licensed in accordance with the Contractors License Law, Business and Professions Code, Section 7000 et seq., providing for the registration of contractors. California Contractor's License No. Class Expires on (Note: Bids which do not show the number and date of the Bidder's License under the provisions of Chapter 9 of Division 3 of the Business & Professions Code may be rejected.) Firm Name: Address: Phone: Fax: Please indicate whether corporation, partnership, or sole proprietorship, and any use of fictitious business name: Corporation Partnership Sole Proprietorship Fictitious Business Name I, (name of bidder - printed), hereby certify under penalty of perjury that all information and representations contained in this bid, including but not limited to the name of bidder, and above contractor s license and expiration date, are true and correct and that I agree to comply with all requirements set forth herein. (Note: Two notarized officer's signatures and the corporate seal are required for corporations. One signature must be by either the President or Vice-President and the second signature must be by either the Secretary or Assistant Secretary.) Signature of Bidder Signature of Bidder Title Title Date Date corporate seal Page 3-17

BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL

BIDDER'S PROPOSAL TO THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL Bidders submitting proposals shall be very careful to follow all requirements in connection therewith. A checklist has been attached for guidance in complying with all phases of the bid process and project.