Supply and Construct a 12m x 6m Carport at Inglewood - Goondiwindi Regional Council is undertaking a project to construct a 12m x 6m Carport at Pariagara, 27 Great Road Street, Inglewood Qld ****, being Lot 11 on CVE637.
supply and construct a 12m x 6m carport at inglewood i. supply and installation of an opensided and free standing 12m x 6m steel carport on an approved concrete slab. ii. the carport has a skillion style flat roof with a 5o pitch, and a lower eave height of 2. 4m, or as otherwise agreed. solar panels may be installed in the future. iii. the carport should be engineered to span the full 12m without internal support posts or with one pair of internal support posts at the 6m interval. iv. the roof of the shed will be corrugated zincalume or approved equivalent in the colorbond range. v. barge caps and guttering in the colorbond range or approved equivalent. vi. 2 x 90mm pvc downpipes and stormwater dispersed to the gutter. vii. the successful contractor shall supply certified engineering drawings and form 15 of the shed and slab. the building application will be completed by others or council. viii. the site will be cleared by others.
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The Goondiwindi Regional Council is requesting quotations for the supply and construction of a 12m x 6m carport. Quotations close at 12 noon on Monday, 23rd March 2026. The contract is to be completed by 30th June 2026. The evaluation criteria includes prices (80%), past performance (10%), and availability to meet specified timeframes (10%). A local preference margin of 5 shall also apply to the pricing component in the evaluation process. Contractors must maintain required insurance and comply with workplace health and safety regulations. The contractor is to direct all enquiries and tax invoices to councils facilities manager, terry gleeson.
The contract is to be completed on supply and construction of the goods as negotiated and agreed by council, but preferably by 30th june 2026.
Quotations shall be evaluated using the following criteria and weighting: prices 80, past performance 10, availability to meet specified timeframes 10. A local preference margin of 5 shall also apply to the pricing component in the evaluation process.
The closing date time is 12 noon on monday, 23rd march 2026.
Request for Tender - Gordon BoatRamp Replacement ( 01- 2026) - Marine and Safety Tasmania ( MAST) is seeking suitably experienced contractors to quote for the removal of the existing Gordon Jetty and the construction of a new jetty, including associated dredging works
Gordon boat ramp replacement The tendered works are described in the attached drawings, principals project requirements andtechnical specification and include, but are not limited to the following: 1. demolition of the existing jetty, including removal of all piles 2. supply, delivery and installation of all new steel piles and polyethylene sleeves 3. supply and delivery of precast concrete headstocks, including in situ pour into piles and headstock recesses 4. supply and installation of precast concrete deck panels, including all fixings 5. supply and installation of frp decking, including all fixings 6. supply and installation of backfilling and armour rock abutment 7. supply and installation of all jetty furniture, including new kerb, lower landing, fendering, bollards and ladders 8. dredging seabed raking to lower seabed nominally 500mm in vicinity of boat ramp and jetty 9. site cleanup and demobilisation 10. the establishment of all equipment and personnel required to execute the contract on the site and
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The tender is for the demolition of an existing jetty, construction of a new jetty, and associated dredging. The closing date for tenders is March 18, 2026, at 2:00 PM. Electronic tenders must be submitted via the tenders website or the tender box. The tender price will be a lump sum for the jetty and a day rate for dredging. Tenders must include all completed schedules and key information for assessment, including previous experience, proposed methodology, and OHSE capability. Tenders must remain valid for 90 days. The principal reserves the right to accept or reject any nonconforming tender. The principal may require additional information to clarify the tender. The evaluation criteria include price, economic and social benefits, methodology, marine construction experience, and construction management. The successful tenderer must execute and return a formal agreement within seven days. The principal may accept a tender on the condition of a guarantee.
The bid notice states from **** to ****.
The principal will award the tender on the basis of the above selection criteria, best quality and value for money.
The nature of this tender is seeking suitably qualified and experienced contractors to undertake the demolition of the existing jetty, construction of a replacement jetty and associated dredging as per the plans.
Request for Tender - Gordon Boat Ramp Replacement ( 01- 2026) - Marine and Safety Tasmania ( MAST) is seeking suitably experienced contractors to quote for the removal of the existing Gordon Jetty and the construction of a new jetty, including associated dredging works
Gordon Boat Ramp Replacement The tendered works are described in the attached drawings, principals project requirements andtechnical specification and include, but are not limited to the following: 1. demolition of the existing jetty, including removal of all piles 2. supply, delivery and installation of all new steel piles and polyethylene sleeves 3. supply and delivery of precast concrete headstocks, including in situ pour into piles and headstock recesses 4. supply and installation of precast concrete deck panels, including all fixings 5. supply and installation of frp decking, including all fixings 6. supply and installation of backfilling and armour rock abutment 7. supply and installation of all jetty furniture, including new kerb, lower landing, fendering, bollards and ladders 8. dredging seabed raking to lower seabed nominally 500mm in vicinity of boat ramp and jetty 9. site cleanup and demobilisation 10. the establishment of all equipment and personnel required to execute the contract on the site and
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The tender is for the demolition of an existing jetty, construction of a new jetty, and associated dredging works. The tender closing date is March 18, 2026, at 2 PM. Electronic tenders must be submitted via the tenders website or the tender box. The tender price will be a lump sum for the jetty and a day rate for dredging. Tenders must comply with the National Code of Practice for the Construction Industry and Australian Standard Code of Tendering. Tenders must be submitted with all completed schedules. The tender must remain valid for 90 days. The principal reserves the right to accept or reject any nonconforming tender. The principal may require additional information to clarify the tender. The evaluation criteria include price, economic and social benefits, methodology, marine construction experience, and construction management and administration. The successful tenderer must execute and return a formal agreement within seven days.
The bid notice states from **** to ****.
The principal will award the tender on the basis of the above selection criteria, best quality and value for money.
The nature of this tender is seeking suitably qualified and experienced contractors to undertake the demolition of the existing jetty, construction of a replacement jetty and associated dredging as per the plans.
GardenIsland Civil and Dosing Plant Works, NSW - Garden Island Civil and Dosing Plant Works- This project involves sewer upgrades. Repairs to pavement including line marking. Concrete remediation. Kitchen, change room and ablutions refurbishment. Structural, electrical, civil, landscaping and hydraulic works. Supply and install of new chemical dosing plant.
GARDEN ISLAND CIVIL AND DOSING PLANT WORKS, NSW 2. 0 **** GIDP SEWERAGE DOSING UPGRADE 3. 1 SUPPLY AND INSTALL NEW STORMWATER DRAINAGE LINE CONNECTION AND IN GROUND SUMP DRAINAGE INCLUDING TRENCHING AND BACKFILLING. REPLACEMENT INCLUDING SUPPLY AND INSTALL DAMAGED SEWER LINE. 4. 2 SUPPLY AND INSTALL NEW PVC POTABLE WATER PIPES, BRANCH PIPES AND IN GROUND DOSING LINE AND ALL OTHER ASSOCIATED WORKS INCLUDING TRENCHING AND BACKFILL. 5. 3 INVESTIGATE AND REPORT EXISTING SUBSTATIONS SUPPLY, ELECTRICAL CAPACITY, SUB MAIN CABLING, ASSOCIATED ROUTES CONTAINING PITS, CONDUITS AND SOURCE OF POWER SUPPLY TO EXISTING SEWAGE PUMP PANELS 6. 4 SUPPLY AND INSTALL NEW 25KA MOULDED CASE CIRCUIT BREAKER MCCB AND CABLE TO SEWAGE PUMP PANEL. SUPPLY AND INSTALL OF NEW SEWAGE PUMP CONTROLS PANEL. 7. 5 SUPPLY AND INSTALL CABLING AND CONDUIT INCLUDING TRENCHING AND BACKFILL. SUPPLY AND INSTALL NEW ELECTRICAL PITS. ALLOWANCE FOR CONNECTION TO EXISTING SERVICES AS PER SCOPE OF WORKS. 8. 6 REMOVE EXISTING TEMPORARY DOSING STATIONS
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