ESBD_File_346547_Revised Bid Sheet - Bid Proposal Form - Addendum 1.xlsx
XLSX spreadsheet 31 KB Posted
- Solicitation number
- RFB2023-089
- Issued by
- Llano County, Killeen City, Texas
About this file
The document provided appears to be a bid proposal form for the American Plaza to Exchange Parkway Water Transmission Line Improvements, Phase 1 Project in Texas. This state and local contract opportunity involves the construction of approximately 3,500 linear feet of 24-inch C-900 DR 18 PVC waterline, a 215 linear foot bore using a 36-inch ductile iron pipe for a Union Pacific Railroad, and associated pipe and miscellaneous work. The bid proposal includes detailed item descriptions, estimated quantities, and unit prices for various water infrastructure improvements, general conditions, and miscellaneous items. The project is located in Llano County and Killeen City, Texas.
The bid proposal form outlines pricing information and requirements, including a maximum of 10% for mobilization, permits, and project incidentals, and a maximum of 2.5% for bonding and insurance. The contractor is responsible for all math, calculations, and formulas. The General Contractor must self-perform a minimum of 51% of the work. Subcontractor information must be provided with the bid proposal.
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Text version
Sheet1
RFB 2023-089 PRICING INFORMATION - ADDENDUM 1
NOTE: Depending on unit prices, requirements and approved budgeted funds, quantities may be reduced or increased during the contract period.
THE CONTRACTOR IS RESPONSIBLE FOR ALL MATH, CALCULATIONS, AND FORMULAS
| ITEM NO. | DESCRIPTION | QTY | UNIT | UNIT PRICE | SUB-TOTAL |
| GENERAL CONDITIONS | |||||
| 1 | Mobilization, Permits and Project Incidentals (10% Maximum of Total Bid) | 1 | LS | $ - 0 | |
| 2 | Bonding & Insurance (2.5% Maximum of Total Bid) | 1 | LS | $ - 0 | |
| 3 | Stormwater Pollution & Prevention Plan | 1 | LS | $ - 0 | |
| 4 | Stormwater Pollution & Prevention Plan Implementation | 1 | LS | $ - 0 | |
| 5 | Testing of Improvements, including but not limited to all testing required for acceptance of the water improvements, and all material, labor, equipment and incidentals, complete and in place. | 1 | LS | $ - 0 | |
| 6 | Coordination of Utility Installation with Private Utility Companies | 1 | LS | $ - 0 | |
| 7 | Trench Safety Plan | 1 | LS | $ - 0 | |
| 8 | Confined Space Plan & Implementation | 1 | LS | $ - 0 | |
| 9 | Traffic Control Plan | 1 | LS | $ - 0 | |
| 10 | Traffic Control Implementation | 1 | LS | $ - 0 | |
| 11 | Permittee Construction Information Sign, including all signage, anchorage, installation, removal, and all material, labor, equipment, and incidentals, complete and in place | 8 | EA | $ - 0 | |
| 12 | UPRR Coordination including by not limited to Safety Training, Flagging, Observation, Track Monitoring, Liability Insurance, as required within the UPRR Pipeline Agreement | 1 | LS | $ - 0 | |
| SUBTOTAL - GENERAL CONDITIONS | $ - 0 | ||||
| WATER IMPROVEMENTS | |||||
| 13 | Grout Fill & Cap Existing 16" Water Line to be Abandoned, including all necessary installation of caps on existing water line, thrust block, dewatering of existing line, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals, complete and in place | 27 | LF | $ - 0 | |
| 14 | Grout Fill & Cap Existing 24" Water Line to be Abandoned, including all necessary installation of caps on existing water line, thrust block, dewatering of existing line, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals, complete and in place | 135 | LF | $ - 0 | |
| 15 | Removal of Existing Grout Filled, Abandoned Waste Water Line (All Sizes)(All Depths) and Disposal Offsite, including any necessary excavation, removal, installation of select fill, compaction, and all material, labor, equipment and incidentals, complete and in place. | 419 | LF | $ - 0 | |
| 16 | Existing Gate Valve (All Sizes) to be Removed and Delivered to the City of Waco,, including necessary excavation, dewatering, plugging of existing water lines, disposal of valve box, placement of low strength concrete in excavation, transpiration and delivery to City Facilities, and all material, labor, equipment, and incidentals, complete and in place. | 1 | EA | $ - 0 | |
| 17 | Connection to existing 8" water line, including necessary pothole investigation, special fittings, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 2 | EA | $ - 0 | |
| 18 | Connection to existing 16" water line, including necessary pothole investigation, special fittings, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 19 | Connection to existing 24" water line, including necessary pothole investigation, special fittings, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 3 | EA | $ - 0 | |
| 20 | 8" C-900 DR 18 PVC Restrained Joint Water Line (All Depths) (Street Trench) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 44 | LF | $ - 0 | |
| 21 | 8" C-900 DR 18 PVC Restrained Joint Water Line (All Depths) (Off Street Trench) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, trench backfill and all material, labor, equipment, and incidentals complete and in place | 20 | LF | $ - 0 | |
| 22 | 16" C-900 DR 18 PVC Restrained Joint Water Line (All Depths) (Street Trench) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 33 | LF | $ - 0 | |
| 23 | 24" C-900 DR 18 PVC Water Line (All Depths) (Off Street Trench) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, trench backfill and all material, labor, equipment, and incidentals complete and in place | 2102 | LF | $ - 0 | |
| 24 | 24" C-900 DR 18 PVC Restrained Joint Water Line (All Depths) (Street Trench) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 519 | LF | $ - 0 | |
| 25 | 24" C-900 DR 18 PVC Restrained Joint Water Line (All Depths) (Off Street Trench) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, trench backfill and all material, labor, equipment, and incidentals complete and in place | 708 | LF | $ - 0 | |
| 26 | 24" C-900 DR 18 PVC Restrained Joint Water Line installed in 36" Steel Encasement Pipe (All Depths) including tracer wire, installation of utility and all material, labor, equipment, and incidentals complete and in place | 215 | LF | $ - 0 | |
| 27 | 30" C-900 DR 18 PVC Restrained Joint Water Line (All Depths) (Off Street Trench) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, trench backfill and all material, labor, equipment, and incidentals complete and in place | 35 | LF | $ - 0 | |
| 28 | 36" Steel Encasement Pipe installed by Dry Bore (All Depths) including necessary excavation, construction of bore pits, jacking of encasement pipe, and all material, labor, equipment, and incidentals complete and in place | 215 | LF | $ - 0 | |
| 29 | 30" X 24" DIP Tee, including necessary excavation, thrust blocking, trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 30 | 24" X 24" DIP Tee, including necessary excavation, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 2 | EA | $ - 0 | |
| 31 | 24" X 16" DIP Tee, including necessary excavation, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 32 | 24" X 8" DIP Tee, including necessary excavation, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 33 | 24" X 6" DIP Tee, including necessary excavation, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 34 | 24" - 45° DIP Bend, including necessary excavation, connection to water line, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 23 | EA | $ - 0 | |
| 35 | 24" - 22 1/2° DIP Bend, including necessary excavation, connection to water line, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 3 | EA | $ - 0 | |
| 36 | 24" - 11 1/4° DIP Bend, including necessary excavation, connection to water line, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 10 | EA | $ - 0 | |
| 37 | 8" - 45° DIP Bend, including necessary excavation, connection to water line, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 2 | EA | $ - 0 | |
| 38 | 30" x 24" DIP Reducer, including necessary excavation, connection to water line, spool pieces, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 39 | 30" DIP Cap, including necessary excavation, connection to water line, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 40 | 24" DIP Cap, including necessary excavation, connection to water line, spool pieces, thrust blocking, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 41 | 30" Resilient Seat Gate Valve, including necessary excavation, connection to water line, thrust blocking, tracer wire, thrust blocking, valve box and lid, and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 42 | 24" Resilient Seat Gate Valve, including necessary excavation, connection to water line, thrust blocking, tracer wire, thrust blocking, valve box and lid, and all material, labor, equipment, and incidentals complete and in place | 6 | EA | $ - 0 | |
| 43 | 16" Resilient Seat Gate Valve, including necessary excavation, connection to water line, thrust blocking, tracer wire, thrust blocking, valve box and lid, and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 44 | 8" Resilient Seat Gate Valve, including necessary excavation, connection to water line, thrust blocking, tracer wire, thrust blocking, valve box and lid, and all material, labor, equipment, and incidentals complete and in place | 3 | EA | $ - 0 | |
| 45 | 4" Air Release & Vacuum Valve (Off Street), including service tap, service, line, valve vault, appurtenances, vent, vent enclosure, and all material, labor, equipment, and incidentals complete and in place | 4 | EA | $ - 0 | |
| 46 | Fire Hydrant Assembly, including necessary excavation, embedment, 6" DIP Fire Line, 6" Resilient Seat Gate Valve, valve box and lid, Gradlock, gravel trench backfill, and all material, labor, equipment, and incidentals complete and in place | 1 | EA | $ - 0 | |
| 47 | Unreinforced Concrete Cap, including necessary excavation, placement of material, and all material, labor, equipment and incidentals, complete and in place | 10 | LF | $ - 0 | |
| 48 | Trench Safety Implementation, including all necessary material, labor, equipment, training and incidentals complete and in place | 3461 | LF | $ - 0 | |
| SUBTOTAL - WATER IMPROVEMENTS | $ - 0 | ||||
| MISCELLANEOUS IMPROVEMENTS | |||||
| 49 | Existing Concrete Curb and Gutter to Be Removed and Replaced, including necessary saw cutting, removal transportation and disposal, forming, reinforcement, dowels, placement of concrete, curing, and all material, labor, equipment and incidentals complete and in place | 67 | LF | $ - 0 | |
| 50 | Class 'A' Surface Replacement, including all necessary preparation, sawcutting of existing pavement, subgrade compaction, reinforcement, forming, installation of asphalt, connection to existing concrete pavement, cleanup and all material, labor, equipment and incidentals complete and in place | 231 | LF | $ - 0 | |
| 51 | Class 'F' Surface Replacement Solid Block Sod, including all necessary preparation, installation of salvaged topsoil, watering, and all material, labor, equipment and incidentals complete and in place | 288 | LF | $ - 0 | |
| 52 | Class 'F' Surface Replacement Hydromulch Seeding, including all necessary preparation, installation of salvaged topsoil, watering, and all material, labor, equipment and incidentals complete and in place | 3109 | LF | $ - 0 | |
| 53 | Provide 2" depth HMAC Milling and disposal offsite, including all HMAC sawcutting, sweeping, dust control, installation of temporary traffic striping, hauling and disposal of millings, and all material, labor, equipment, and incidentals, complete and in place | 2958 | SF | $ - 0 | |
| 54 | 2" HMAC Type "D" including application of spray applied underseal or TRAIL, including all surface preparation, installation, necessary temporary traffic striping, and all material, labor, equipment, and incidentals complete and in place | 2958 | SF | $ - 0 | |
| 55 | Installation of Reflective Pavement Markings and Markers(All Types), including all necessary surface preparation, removal of temporary striping, and all material, labor, equipment, and incidentals, complete and in place | 1 | LS | $ - 0 | |
| 56 | Existing Concrete Drive Approach to Be Removed and Replaced, including necessary saw cutting, removal transportation and disposal, forming, reinforcement, dowels, placement of concrete, curing, and all material, labor, equipment and incidentals complete and in place | 219 | SF | $ - 0 | |
| 57 | Existing Concrete Flume to Be Removed and Replaced, including necessary saw cutting, removal transportation and disposal, forming, reinforcement, dowels, placement of concrete, curing, and all material, labor, equipment and incidentals complete and in place | 106 | SF | $ - 0 | |
| 58 | Existing Concrete Overflow Weir to Be Removed and Replaced, including necessary saw cutting, removal transportation and disposal, forming, reinforcement, dowels, placement of concrete, curing, and all material, labor, equipment and incidentals complete and in place | 1 | LS | $ - 0 | |
| 59 | Removal & Replacement of Existing Fence (all Types), including removal and disposal of existing wire, posts, foundations, installation of new posts, foundations, necessary bracing, wire and all material, labor, equipment and incidentals complete and in place | 20 | LF | $ - 0 | |
| 60 | Adjustment of Valve Box and Lid to final grade and installation of reinforced concrete diamond, including all necessary sawcutting of pavement, adjustment and all material, labor, equipment, and incidentals, complete and in place | 12 | EA | $ - 0 | |
| 61 | Furnish and Install Galvanized Steel Delineator Post and Signage(All Types), including all material, labor, equipment, and incidentals, complete and in place | 4 | EA | $ - 0 | |
| SUBTOTAL - MISCELLANEOUS IMPROVEMENTS | $ - 0 | ||||
| TOTAL BASE BID AMOUNT | $ - 0 |
&"Arial,Regular"American Plaza to Exchange Parkway Water Transmission Line Improvements, Phase I &"Arial,Regular"ADDENDUM 1
BID PROPOSAL
Page &P of &N
SIGNATURE PAGE
| The General Contractor must self perform a minimum of 51% of the work in the awarded contract. I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: | |
| SUBCONTRACTOR | TYPE OF WORK |
| FIRM NAME: | |
| BY: | |
| TITLE: | |
| ADDRESS: | |
| Contractor acknowledges and agrees that the official TOTAL AMOUNT OF BID is determined by multiplying the unit bid prices by the respective estimated quantities shown in this bid proposal and then totaling all of the extended amounts. Extended amounts SHOULD NOT be rounded up or down. All dollar amounts should be either written legibly or typed. Any mistakes should be rewritten and initialed by the Contractor. |
&"Arial,Bold"BID PROPOSAL THIS COMPLETE FORM MUST BE SUBMITTED WITH BID &"Arial,Bold"SIGNATURE PAGE
&"Arial,Regular"American Plaza to Exchange Parkway Water Transmission Line Improvements, Phase I &"Arial,Regular"ADDENDUM 1
BID PROPOSAL
Page &P of &N
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