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Learn more →The work consist of bridge replacement; 1,050 CY common excavation; 390 LF 31" w-bm gr, mid-way splice-15' rad and less; 113 LF guardrail - single rail culvert mounted; 1,880 LF 4" white or yellow painted pavement marking line; 850 SF construction signs.
Posted Date
Dec 3, 2025
Due Date
Jan 7, 2026
Release: Dec 3, 2025
Close: Jan 7, 2026
The work consist of bridge replacement; 1,050 CY common excavation; 390 LF 31" w-bm gr, mid-way splice-15' rad and less; 113 LF guardrail - single rail culvert mounted; 1,880 LF 4" white or yellow painted pavement marking line; 850 SF construction signs.
AvailableThe State of Maine (OSPS) issued an RFQ on behalf of the Department of Transportation seeking custodial services for the Maine DOT Freeport Regional Laboratory (12 Desert Rd., Freeport, ME), restricted to certified Work Centers per 5 MRSA §1826-B.2. The contract covers routine and periodic custodial tasks for approximately 1,570 sq ft with an initial period of performance from March 1, 2026 to February 28, 2027 and up to four one-year extensions through Feb 28, 2031. Bidders must be certified Work Centers, provide all supplies and germicidal cleaners (EPA-approved for SARS-COV-2), include a disaster recovery plan, and limit subcontracting to 15% of the work.
Posted Date
Dec 5, 2025
Due Date
Dec 19, 2025
Release: Dec 5, 2025
Close: Dec 19, 2025
The State of Maine (OSPS) issued an RFQ on behalf of the Department of Transportation seeking custodial services for the Maine DOT Freeport Regional Laboratory (12 Desert Rd., Freeport, ME), restricted to certified Work Centers per 5 MRSA §1826-B.2. The contract covers routine and periodic custodial tasks for approximately 1,570 sq ft with an initial period of performance from March 1, 2026 to February 28, 2027 and up to four one-year extensions through Feb 28, 2031. Bidders must be certified Work Centers, provide all supplies and germicidal cleaners (EPA-approved for SARS-COV-2), include a disaster recovery plan, and limit subcontracting to 15% of the work.
AvailableBailey flat bridge replacement plus other incidental work - 1 EA removing single tree top only; 1 ea removing stump; 90 SY removing pavement surface; 1,375 CY common excavation; 110 T disposal of special waste; 520 CY granular borrow; 180 CY special fill; 120 CY culvert bedding stone; 920 CY structural earth excavation - drainage and minor structures, below grade; 1,150 CY aggregate subbase course - gravel; 170 T hot mix asphalt 12.5 MM HMA surface; 11 T hot mix asphalt 9.5 MM (sidewalks, drives, incidentals); 260 T hot mix asphalt 12.5 MM base; 60 G bituminous tack coat - applied; sheet waterproofing membrane; cofferdam: downstream/upstream; protective coating for concrete surfaces; portable concrete barrier type I; precast concrete box culvert; 425 LF 31" W-BM GR, MID-WAY splice-SGL faced; 25 LF 31" W-BM GR, MID-WAY splice-over 15' RAD; 3 EA 31" W-BM GR, MID-WAY splice flared terminal; 1 EA terminal end - single rail-galvanized steel; 7 EA reflectorized flexible guardrail marker; 1 EA single wood post; 50 LF guardrail - single rail culvert mounted; 470 CY plain riprap; 250 SY erosion control blanket; 70 CY loam; 12 UN seeding method number 2; 12 UN mulch; 140 CY erosion control mix; 6920 SY erosion control geotextile; 255 SY separation geotextile; 235 SY reinforcement geogrid; 1,350 LF 4" white or yellow painted pavement marking line; 40 HR hand labor, straight time; 40 HR all purpose excvavator (including operator); 40 HR truck - large (including operator); 10 HR chain saw rental (including operator); field office type B; 8 EA type III barricade; 25 EA drum; 25 EA cone; 520 SF construction signs; maintenance of traffic control devices; 150 HR flagger; temporary soil erosion and water pollution control; mobilization (10% or less).
Posted Date
Dec 3, 2025
Due Date
Jan 7, 2026
Release: Dec 3, 2025
Close: Jan 7, 2026
Bailey flat bridge replacement plus other incidental work - 1 EA removing single tree top only; 1 ea removing stump; 90 SY removing pavement surface; 1,375 CY common excavation; 110 T disposal of special waste; 520 CY granular borrow; 180 CY special fill; 120 CY culvert bedding stone; 920 CY structural earth excavation - drainage and minor structures, below grade; 1,150 CY aggregate subbase course - gravel; 170 T hot mix asphalt 12.5 MM HMA surface; 11 T hot mix asphalt 9.5 MM (sidewalks, drives, incidentals); 260 T hot mix asphalt 12.5 MM base; 60 G bituminous tack coat - applied; sheet waterproofing membrane; cofferdam: downstream/upstream; protective coating for concrete surfaces; portable concrete barrier type I; precast concrete box culvert; 425 LF 31" W-BM GR, MID-WAY splice-SGL faced; 25 LF 31" W-BM GR, MID-WAY splice-over 15' RAD; 3 EA 31" W-BM GR, MID-WAY splice flared terminal; 1 EA terminal end - single rail-galvanized steel; 7 EA reflectorized flexible guardrail marker; 1 EA single wood post; 50 LF guardrail - single rail culvert mounted; 470 CY plain riprap; 250 SY erosion control blanket; 70 CY loam; 12 UN seeding method number 2; 12 UN mulch; 140 CY erosion control mix; 6920 SY erosion control geotextile; 255 SY separation geotextile; 235 SY reinforcement geogrid; 1,350 LF 4" white or yellow painted pavement marking line; 40 HR hand labor, straight time; 40 HR all purpose excvavator (including operator); 40 HR truck - large (including operator); 10 HR chain saw rental (including operator); field office type B; 8 EA type III barricade; 25 EA drum; 25 EA cone; 520 SF construction signs; maintenance of traffic control devices; 150 HR flagger; temporary soil erosion and water pollution control; mobilization (10% or less).
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