Bridge Tenders

Details: i) Geo-Technical & Hydro- geological Sub Surface Investigation, Surveying, Planning, Designing, Construction & commissioning of atleast. 5.0 meter dia. & required depth Radial Collector well with 250 mm dia & 300 mtr.(approx) long Infiltration Gallery with laying of LCG strainer pipe of minimum 8 mm thick including sub surface dyke to harvest 4.24 MLD raw water with 16 hours designing operation along with Pump House, Access & Pipe carrying Bridge at Subarnarekha along with 01(one) LT Station room for termination of WBSEDCL power source at vicinity of High Bank at Subarnarekha River (Kerwari), protection work at river bank, including construction of Pipe carrying Bridge with necessary Civil, Electrical (according to I.E. rules), Mechanical & all other allied works all complete. After satisfactory completion and commissioning, 3 (three) months trial run, necessary training of maintenance staff & thereafter (subsequently) 5 (five) years operation and maintenance with security /guarding arrangement and (ii)Laying of raw water rising main from intake well to CWR(D.I./K9 Pipes All types and Class) with all necessary fittings & valves for raw water rising main work, temporary road restoration works for vehicular movement and pillar carrying pipe line and Jack Pushing works for raw and clear water rising main work all complete and (iii)Construction of R.C.C Over Head Reservoirs(OHR) of 1000 cum & 600 cum capacity with 20 m Staging height per approved departmental design, drawing & Specification etc at zone – A & Zone – B including land development , approach road, internal drainage, boundary wall and Sal Bullah Piling etc and pipe line work and connection to the Distribution and inlet line all complete (iv) Surveying , Geo-Technical Investigation, Planning, Designing, Construction & Commissioning of 770 Cum. capacity Clear Water Reservoir with Pumping station, with Construction of weir with minimum 400 cum capacity sedimentation tank and Slow sand filter of area 1000 Sqm minimum, Chlorination treatment unit, ,land development ,approach road, internal drainage, and boundary wall including Electro- Mechanical works at Jhalda and all other allied works all complete. After satisfactory completion and commissioning, 3 (three) months trial run, necessary training of maintenance staff & thereafter (subsequently) 5 (five) years operation and maintenance with security /guarding arrangement within Jhalda Municipality under AMRUT 2.0 Project.

Details: For Third Party Inspection Of Package-3 A.improvements Road From Halehalli Lambanihatti To Apparasanahalli Via Gilkenahalli-garaga-mekenehatti Km 2.60 To 9.50 . B.improvements To Road From Dummi-ramaghatta Via Anjanapura Km 4.50 To 5.70. C.improvements To Road From Kengunte-koratikere Km 1.325 To 4.00. D.improvements To Road From Sh-48 Vishwanathanahalli To Sira Border Road Via Chikkajajuru, Chitrahalli, H D Pura, Madadakere, Baramagiri, Doddaghatta, Adhivala Ranganthapura From Km 12.00 To 16.50. E.improvements To Road Nh-13 To Holalkere-hulemalali Road Via Punajuru , Punajuru Bovihatti From Km 0.00 To 4.40. F.improvements To Road From Nh-13 To Hosadurga Taluk Border Via T Emmiganuru , Sirappanahalli And Malasinganahalli From Km 0.00 To 13.00 G.construction Of Bridge On Sh-47at Km 33.65 Near Echaghatta And At Km 6.00 Near Kaduru , On Sh-47 At 264.90 Near Andanuru And Km 7.10 Near Gunderi Of Holalkere-gunderi-ramagiri Road In Holalkere Taluk Chitradurga District

Details: Description:- Supplying, Fabricating And Fixing Access Ladders, Inspection Platforms, Trolley Refuges etc., On Bridges With Structural Steel Conforming To Is:2062 Including Welding / Bolting, Priming painting With One Coat Of Ready Mixed Paint Of Zinc Chromate (is:104) With Dft Of 25-30 Microns followed By One Coat Of Zinc Chrome Red Oxide (is:2074) With Dft Of 25 Microns With All Material, labour, T&p As A Complete Job. Note: Painting Shall Be Paid Separately Under Relevant Item.

Details: Description:- Supplying, Fabricating And Fixing Access Ladders, Inspection Platforms, Trolley Refuges etc., On Bridges With Structural Steel Conforming To Is:2062 Including Welding / Bolting, Priming painting With One Coat Of Ready Mixed Paint Of Zinc Chromate (is:104) With Dft Of 25-30 Microns followed By One Coat Of Zinc Chrome Red Oxide (is:2074) With Dft Of 25 Microns With All Material, labour, T&p As A Complete Job. Note: Painting Shall Be Paid Separately Under Relevant Item.

Details: This Notice Is For Sources Sought Only. This Is Not A Request For Proposal Or Invitation For Bid. Solicitation, Specifications, And Drawings Are Not Available. the U.s. Army Corps Of Engineers, Caribbean District Is Issuing This Sources Sought Synopsis As A Means Of Conducting Market Research To Identify Parties Having An Interest In And The Resources To Support This Requirement For Indefinite Delivery Contract For Caño Martin Peña, Ecosystem Restoration Project Within The Boundaries Of The Caribbean District. The Result Of This Market Research Will Contribute To Determining The Method Of Procurement. The Applicable North American Industry Classification System (naics) Code For This Proposed Acquisition Is 237990, Other Heavy And Civil Engineering Construction. The Small Business Size Standard For Naics 237990 Is $45 Million. this Is Not A Soliciation For Proposal And No Contract Will Be Awarded From This Notice. Submission Of Any Information In Response To This Market Survey Is Purely Voluntary; No Reimbursement Will Be Made For Any Cost Associated With Providing Information In Response To This Sources Sought. the Purpose Of This Synopsis Is To Gain Knowledge Of Interest, Capabilities And Qualifications Of Various Members Of The Heavy And Civil Engineering Construction Community To Include Small Disadvantage Business Including Firms Participating On 8(a) Business Development Program, Service-disabled Veteran Owned Small Business (sdvosb); Veteran Owned Small Business, Hubzone Small Business, Small Business Concern, Woman-owned Small Business, Or Economically Disadvantaged Woman-owned Small Business And Other Than Small Business Community (unrestricted). The Government Must Ensure There Is Adequate Competition Among The Potential Pool Of Responsible Contractors. this Scope Of Work For The Contract 3 Phase 1 Includes The Site Development Of Ciudad Deportiva Roberto Clemente For Material Management Area; Preparation Of The Aquatic Disposal Pits At San Jose Lagoon (sjl); Dredging Of 3,000 Meters-long Access Channel Across Sjl; Bridge Fenders To Protect The Concrete Piers Of The Moscoso Bridge Near The Sjl Access Channel; Dredging Of 450 Meters-long Transition Channel Between Main Channel And Sjl Access Channel; Dredging Of 900 Meters-long Main Channel (30.48 Meters Wide X 3.05 Meters Deep) From The Barbosa Bridge To San Jose Lagoon Transition Channel Including Steel Sheet Pile Walls With Concrete Cap, And Natural Bottom; And Construction Of An Approximately 61 Meters-long Riprap Channel At The Barbosa Bridge To Protect The Foundation From Scour. current Order Of Magnitude: Between $25,000,000.00 And $100,000,000.00 the Contract Will Be Fully Funded For An Fy25 Award Using Cost Shared Funding. the Project Will Have An Estimated Period Of Performance Of 1095 Calendar Days After Receipt Of The Notice To Proceed (ntp). firm’s Response To This Synopsis Shall Be Limited To 15 Pages And Shall Include The Following Information: 1. Firm’s Name, Address, A Main Point Of Contact (poc) Telephone Number, Poc E-mail Address, Firm’s Website If Any, Cage Code And Uei Number, Company Size (small Or Large), In Accordance With Naics 237990. 2. Firm’s Interest In Proposal/bidding On The Solicitation When It Is Issued. 3. Firm’s Capability To Perform A Contract Of This Magnitude And Complexity (include Firm’s Capability To Execute Comparable Work Performed Within The Past 5 Years: This May And Should Be Tailored Specifically To The Scope Described Above. Brief Description Of The Work, Customer Name, Timeliness Of Performance, Customer Satisfaction, And Dollar Value Of The Project) – Provide At Least 3 Examples. 4. Firm’s Business Category, Other Than Small (large), And If A Small Business, Specify If Your Company Is Any Of The Following: Small Business, Small Disadvantaged Business Including Firms On The 8(a) Business Development Program, Service-disabled Veteran Owned Small Business (sdvosb); Veteran Owned Small Business, Hubzone Small Business, Small Business Concern, Women-owned Small Business, Or Economically Disadvantaged Women-owned Small Business. 5. If Significant Subcontracting Or Teaming Is Anticipated In Order To Deliver Technical Capability, Firms Should Address The Structure Of Such Arrangements To Include Joint Venture Information If Applicable – Existing And Potential. all Responses To This Sources Sought Notice/market Research Will Be Evaluated And Used In Determining Acquisition Strategy. --important: Submission Of A Capabilities Statement Is Not A Prerequisite To Any Potential Future Offerings, But Participation Will Assist The Corps In Tailoring Requirements To Be Consistent With Industry Capabilities. This Synopsis Is For Information And Planning Purposes Only And Is Neither To Be Construed As A Commitment By The Government Nor Will The Government Pay For Information Solicited. Respondents Will Not Be Notified Of The Results Of The Evaluation. Statements That Do Not Meet All Requirements Or Submitted Within The Allotted Time Will Not Be Considered. Email Is The Preferred Method Of Submission To The Sources Sought. No Hardcopy Or Facsimile Submission Will Be Accepted. submission Instructions: Interested Firms Who Consider Themselves Qualified To Perform The Above-listed Services Are Invited To Submit A Response To This Sources Sought No Later Than 10:00 Am Et, 3 January 2025. All Responses Under This Sources Sought Notice Must Be Emailed To The Attention Of Samuela Y. Adams At Samuela.y.adams@usace.army.mil. prior Government Contract Work Is Not Required For Submitting A Response Under This Sources Sought. you Must Be Registered With The System For Award Management (sam) In Order To Receive A Government Contract Award. To Register Go To Www.sam.gov. if You Have Any Questions Concerning This Opportunity, Please Contact: Samuela.y.adams@usace.army.mil.

Details: Description Item No. Description Quantity Unit Part A - Facilitie For The Engineers A.1.1 (6) Provision Of Combined Field Office, Laboratory And Living Quarters Building For The Engineers (rental Basis) 12.00 Month A.1.1 (11) Provision Of Furnitures/fixtures, Equipment & Appliances For The Field Office For The Engineer 1.00 Lump Sum A.1.2 (2) Provision Of 4x4 Pick Up Type Service Vehicle For The Engineer On Bare Rental Basis 12.00 Month Part B - Other General Requirments B.4 (10) Miscellaneous Survey And Staking 1.00 Lump Sum B.5 Project Billboard 2.00 Each B.7(2) Occupational Safety And Health Program 1.00 Lot B.9 Mobilization/demobilization 1.00 Lump Sum Part C - Earthworks 100(1) Clearing & Grubbing (with Stripping) 13,968.00 Sq.m. 101(2)c Removal Of Rcpc (36"ø) - 910mm 14.00 Ln.m. 101(3)b2 Removal Of Exisiting Concrete Pavement (0.20m Thk) 2,338.80 Sq.m. 102(2) Surplus Common Excavation 51,000.00 Cu.m. 102(3)a Surplus Rock Excavation (soft) 10,000.00 Cu.m. 102(3)b Surplus Rock Excavation (hard) - Blasting 2,227.00 Cu.m. 103(1)a Structure Excavation (common Soil) 429.00 Cu.m. 103(6)a Pipe Culvert And Drain Excavation 90.75 Cu.m. 104(1)a Embankment (from Excavation) 8,032.00 Cu.m. 105(1)a Subgrade Preparation 13,968.00 Sq.m. Part D - Subbase And Base Course 200 Aggregate Subbase Course 4,190.40 Cu.m. Part E - Surface Cources 300(1) Gravel Surface Course 663.48 Cu.m. 311(1)a.2 Pcc Pavement (plain)-conventional Method, 200mm Thk. 10,650.60 Sq.m. Part F - Bridge Construction Spl Single Span Flat Slab Bridge 1.00 Lot Spl(2) Over Flow Bridge 1.00 Lot Part G - Drainage And Slope Protection Structures 500(1)b3 Reinforced Concrete Pipe Culverts, 910mm Dia. 50.00 Ln.m. 502(3)a3 Catch Basins 2.00 Ea. 506 Stone Masonry 1,560.00 Cu.m. Equipment Needed (minimum): 1 Unit Backhoe (0.80 Cu.m.) 4 Units Transit Mixer 1 Unit Air Compressor 1 Unit Backhoe W/ Breaker (0.80 Cu.m.) 1 Unit Backhoe, Wheel Mounted (26 Cu.m.) 1 Unit Concrete Saw, 14''ø Blade 1 Unit Bulldozer W/ Ripper, Dx175 1 Unit Water Truck (16000l) 1 Unit Concrete Screeder (5.5 Hp) 1 Unit Bulldozer, Dx175 1 Unit Boom Truck 1 Unit Concrete Vibrator 1 Unit Motorized Road Grader, G710a 1 Unit One Bagger Mixer 1 Unit Plate Compactor (5 Hp) 1 Unit Vibratory Roller (10m.t.), Sd100dc 1 Unit Pneumatic Drilling Machine 1 Unit Bar Bender, Three Phase 1 Unit Payloder (1.5 Cu.m.), Lx80-2c 1 Unit Welding Machine 1 Unit Bar Cutter, Single Phase 1 Unit Cargo Truck (9-10 Mt.) 2 Units 7.5hp Water Pump, 100mmø Suction 3 Units Dump Truck (12 Cu.yd) 1 Unit Rtk W/ Complete Accessories

Details: Early Engagement Advert Homes England Requires A Contractor To Undertake Enabling Works At Attleborough Sustainable Urban Extension (sue) In Norfolk (hereafter Referred To As The “enabling Works Contractor”). The Attleborough Sue Site Has Outline Planning Permission For 4,000 Homes. These Enabling Works Will Be The First Works At The Attleborough Sue Development, And Are Required Before The First Homes Can Be Connected To The Foul Sewer Network. The Works Are To Enable Anglian Water To Construct And Operate A Terminal Pumping Station (tps) And Include The Following: 1. Providing A 2.5km Long Haul Road (including 700 Metre Long-term Maintenance Track And Associated Surface Water Drainage Including Swale, Pipework And Basin). Also Needs To Incorporate: 1.1. Trial Hole Investigation To Locate Existing Anglian Water Rising Main – Requiring Vacuum Excavation And Hand-digging, And The Isolation Of The Main And Tankering Away Of Foul Flows From The Main And Wet Well To The Waste Water Treatment Works 1.2. Rental Of Temporary Bridge Over Gas Main 2. Providing Power (80mva) For A Future Terminal Pumping Station (tps) (to Be Constructed Under A Separate Contract By Anglian Water) 3. Installing A S104 Foul Sewer To Be Adopted By Anglian Water (c. 130 Metres Long Plus Potential To Extend) 4. [potential Works: Demolition Of Disused Sewage Treatment Works]

Details: Improvement of Bituminious road from (a ) Main road to Baisal Modkundu house (b) Baisal Modkundu house to Basudev Manna house (c) Pradip Bakshi house to Panchanan Bhunia house (d) Main road to Tarun Samanta house (e) Shyampada Rana house to Bituminious road (f) Mandir to concrete road (g) Bastunath Mukherjee house to Bituminious road at Nibedita Nagar under Ward No. 19 within Haldia Municipality. ( CMRO ) Length of road a) L = 60.00 M , W =4.00 M b) L = 150.00 M , W =4.00 M c) L = 180.00 M , W =4.00 M d) L = 240.00 M , W =4.00 M e) L = 90.00 M , W =4.00 M f) L = 270.00 M , W =4.00 M g) L = 45.00 M , W =4.00 M Total Length = 1035.00 M ( The rate are based as per Schedule of rates with latest revision for PWD ( WB) schedule of rates for Road & Bridge works ( Volume - III ) ( including materials, labour & carriage ) effective from 31.08.2018 including 9th corrigenda dated 14.10.2020

Details: 1. Construction of 2.0 Lacs GPH RSFP at Salmay.. 2. Construction of 3.0 Lacs Glns Sump Tank at Salmay and Jakhani. 3. Construction of 1.0 Lacs Glns Sump Tank at Barrian and Stage 2nd old. 4. Construction of 2.0 Lacs Glns OHT at Irrigation Complex. 5. Construction of 1.50 Lacs Glns OHTat Saillan Talab, Dhandyal and opposite Dolphin Hotel Shivnagar. 6. Construction of 1.0 Lacs Glns OHT at Kallar Opposite BDO office. 7. Construction of Pump Room of size 35x12mtr (Approx. size) as per site condition / requirement at Salmay with EOT Crane Track. 8. Construction of Pump Room as per site condition / requirement at Stage 2nd at Baryal & Sounthian station with EOT Crane Track. 9. Construction of building as per site condition / requirement near PHE Divisional Complex (Ground floor – AEE Office & First Floor – AEE Residential quarter) 10. Construction of J.E quarter building as per site condition / requirement at Salmay & 24 x7 control Room at Jakhani 11. Construction of RCC Bridge over supply channel at Salmay

Description: Idlpc/lak/road/2023-24/w-03 Environmental & Mitigation Works. 1. Re-construction Work Of Road By Uni-block Nowakhali Rail Gate Manik Mia Shop To Atiti Bazar Road (ch.00-443.00m) Link Mukles Mia House 55.00m At Ward No -04, 2. Improvement Of Uttar Laksam Housing, Housing Mosjid To Baccho Mia House (ch.00-90.00), Link-1 Mosjid Road To Tiles Showroom(ch.00-138.00), Link-2 Mosjid Road To By-pass Road Via Mir Hossain House(ch.00-205.00), Link-3 Mosjid Road To Mostafiz Chairman(ch.00-90.00), Link-4 Jonony Parcel Rcc Road To Chouddagram Road (ch.00-347.00m), At Uttar Laksam Housing Ward No-04, 3. Construction Work Of Road By Uni-block From Rajghat Bridge To Dopha Bari Via Bapary Bari (ch.00-178.00m) At Rajghat Ward No-05, 4. Construction Work Of Road By Rcc From Rajghat Moyder Mill To Kazi Para Pucca Road (ch.301.00m), At Rajghat Ward No-05, 5. Construction Work Of Road By Uni-block From Utter Pascimgaon Poura Primary School To Modafforgonj Road Via Mazar Bari (ch.00-445.00m) & Link Chadpur Rail Line 120.00m At Utter Pascimgaon Ward No-05, 6. Re-construction Work Of Road By Uni-block From Daroga Bangla Bai House To Shovas Bhaumik House Via Nawab Faizunnesa Sorkary Pokor (ch.00-580.00) & Rcc Retaining Wall 35.00m, Palisading 42.00m At Gazimuri Ward No-06, 7. Construction Work Of Road By Uni-block From Upzilla Porishad Narsary Road To Robiul House Via Sali House (ch.00-64.00m) At Ward No-06, 8. Construction Work Of Road By Uni-block From Batakhali Pascim Para Ali Ahmad Mawlanar Shop To Masod Mia House (ch.00-145.00m) & Rcc Retaining Wall 60.00m At Batakhali Ward No-06, 9. Re-construction Work Of Road By Uni-block Pascimgaon Nawab Faizunnesa College Gate To College Para Rcc Road (ch.00-440.00m) & Rcc Retaining Wall 60.00m At Batakhali Ward No-06 Under Laksam Pourashava, Dist.cumilla.