Bridge Construction Tenders

Construction Of Shahad Railway Over Bridge On Central Railway Line Under Extd Muip

Consrtuction Of Boxculvert At Ch.84/200 On Deori To Korchi Road Section From Km 80/025 To 124/965 On Balaghat- Gondia-amgaon-deori-korchi Road Nh 543 Tahsil Deori ,district Gondia In The State Of Maharashtra

Reconstruction Of Sub.standard Weak Major Bridge At Bav Km 117.110 And Major Bridge At Anjanari Km 143.500 On Mumbai Goa Highway Nh.66 In Kante. Waked Section Under Annual Plan 2024.25

Part-a-construction Of Vehicular Bridge And Elevated Road Over Ramchandra Nalla Connecting Mdp Raod To Ryan Internationl School, Malad Marve Road

Reconstruction Of Substandard Weak Arawali Major Bridge Km 70.865, Service Road Bridge At Sangmeshwar And Main Carriageway Bridge At Saptalingi In Arawali Kante Section On Nh 66

Construction Of New High Level Bridge On Upstream Side Of Existing Bridge Known As Ahilya Bridge Across

Construction Of Foot Over Bridge At Package V Of Nh.66 At Parshuram Ghat And Kamthe Parshuram Ghat.arawali Section And Service Road, Bus Bay With Bus Shelter Etc Dist. Ratnagiri In State Of Maharashtra. Annual Plan 2024-25

Road Safety Works In Panvel - Panji Road Nh 66 Erstwhile Nh-17 In Km.241.300 .76.880 To 332.200

Construction Of 2 Nos Of Flyover On Omarpur Junction Of Nh34 From Design Ch. 245.50 To Design Ch. 247.500 (length2.0 Km) And On Dhulian Junction Of Nh 34

Ubl-svnr-kjg-2158-ms-24-k Condemned And Un-serviceable Released Ms Plate Girder (rpg) Class-iii, Span-18.30 M, Total ? 15 Nos, (15 Nos X 18.30m Span) Cl-iii With Men Refugee & Trolley Refugee Along With P-way Items From Bridge No.38 Over Vardha River At Km 403/500-800 Between Svnr-kjg Station Ubl-hvr Section. Total No. Of Span = 15 Nos,length Of Each Span Is 18.30 Meters,ds-8 No: 1)190820078 Dt:24.03.2022 2)396376 Dt:27.04.2023. Bridge Material Consists Of Cl-iii 1)bottom Cover Plate 2)bottom Flange Plate 3)bottom Running Angle 150x150x16 4)top Cover Plate 5)top Flange Plate 6)top Running Angle 150x150x16 7)end Vertical Plate 8)end Angle With Vertical Plate Cover Plat 9)end Angle 125x75x10 10)vertical Running Angle 110x110x10 11)vertical Cover Plate 12)end Stifferner 125x75x10 13)end Stiffener Cover Plate 14)intermediate Stifferner 1 15)intermidiate Stiffener Cover Plate 16)intermidiate Sifferner2, 125x75x10 17)plates Behind End Stiffner Downside 18)web Plate 19)bearing Pad Plate 20)bearing Plate 21)x-frame A) Horizontal Angle 110x110x10 B)diagonal Angle 125x75x10 C)corner Gusset Plate D)middle Gusset Plate E)gusset Plate At Top F)centre Plate Top 22)top Bracing A)horizontal 110x110x10 B)diagonal 150x150x12 C)gusset Plate D)center Plate Top 23)jack Pad A) Bottom Plate B)vertical Plate C)stiffener D)top Plate 24)splice Joint A)top And Bottom Angle 120x120x10 B)top End Bottom Plate C)vertical Plate D)cover Plate 1x2x2 E)cover Plate 1x2x2x2x2 Trolley Refugee (3 Nos) Consists Of Cl-iii 1)bottom Rail 90r 2) Bottom Support Diagonal 110x110x10 3) Gusset Plate 4) Bottom Support Horizontal 75x75x8 5) Hand Rail 6) Verticle Angle 75x75x10 7) Horizontal Angle 75x75x10 Men Refugee 1 Consists Of Cl-iii 1)bottom Rail 90r 2) Bottom Support Horizontal 75x75x10 3) Bottom Support Diagonal 75x75x10 4)gusset Plate 5)hand Rail 6)verticle Angle 75x75x10 7)horizontal Angle 75x75x10 Men Refugee 2 Consists Of Cl-iii 1)bottom Rail 90r 2) Bottom Support Horizontal 75x75x10 3) Bottom Support Diagonal 75x75x10 4) Gusset Plate 5) Hand Rail 6) Verticle Angle 75x75x10 7) Horizontal Angle 75x75x10 P-way Materials Consists Of Cl-iii 1)rail 52kg (561.29 Meter) 2) Steel Channel Sleeper (490 Nos) 3) Rail 90r(601.83 Meter) 4) Angles (75x65 Mm) (599.58 Meter) 5) Angle (110x110 Mm ) (7.05 Meter) 6) Hook Bolts (115 Nos) 7) Inner/outer Clips (826 Nos) 8) Guard Rail Bolts & Nuts (653 Nos) 9) Tapered Washers (96 Nos)