Tender Details
Beyond this tender, use our platform to source any product, service, or solution.
Get direct quotes or register as a qualified provider.
About Tender
🏗️ Invitation For Earthwork And Foundation Trench Excavation Services 🛤️ Bridge And Roof Company (India) Limited, Under The Aegis Of The Central Government's Ministry/Department, Is Seeking Bids For Comprehensive Earthwork Services, Including The Excavation Of Foundation Trenches Or Drains, Filling In Foundation Trenches Or Plinths With Good Earth, And The Provision And Laying Of Filter Media Consisting Of Granular Materials Of Gw, Gp, Sw Groups, Etc., Along With Dry Stone Pitching. 📅 Bid Submission Deadline: May 20, 2024, 4:00 Pm Tender Fee: Inr 11,800 Emd: Inr 390,000 Interested Contractors Must Possess The Necessary Expertise And Equipment To Execute These Services To The Highest Standards Of Quality And Efficiency. Detailed Bids, Including Method Statements, Work Plans, And Compliance With Environmental And Safety Regulations, Are Required. Keywords: Earthwork, Foundation Trenches, Excavation, Filter Media, Granular Materials, Dry Stone Pitching, Construction Services, Government Tender, Bridge And Roof Company (India) Limited| Particulars | Details |
|---|---|
| Title |
Earth Work In Excavation Of Foundation Trenches Or Drains, Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, Providing And Laying Of Filter Media Consisting Of Granular Materials Of Gw, Gp, Sw Groups Etc
|
| Description |
Earth Work In Excavation Of Foundation Trenches Or Drains, Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, Providing And Laying Of Filter Media Consisting Of Granular Materials Of Gw, Gp, Sw Groups Etc Dry Stone Pitching
|
| Organisation | Bridge and Roof Company (India) Limited | Central Govt. Ministry/Department |
| Tender Id | 2024_BandR_806214_1 |
|
Reference Number |
BANDR/ENQ/32922 / NHPC/CIVIL/6944/24-25/01 |
| Tender Fee | 11800 |
| EMD | 3.9 Lakh |
| Tender Value | - |
| Place | HOWRAH WORKS |
| Link |
View Original Tender Notice
https://eprocure.gov.in/eprocure/app?page=FrontEndTenderDetailsExternal&service=page&tnid=847382 |
| Start Date | May 06, 2024 22:30 |
| End Date |
Expired
20/05/2024
Expired 881 days ago |
Tender Support
Get help with filing, GeM registration, documents, or relevant tender alerts.
Design, transportation and supply,providing foundation,erection,supply,installation,cabling and others,supply of ug cable,laying of ug cables,supply and laying,maintenance free earthing,installation of earthing,provision of fencing,making concrete cutting,earth excavation
Design, transportation and supply,providing foundation,erection,supply,installation,cabling and others,supply of ug cable,laying of ug cables,supply and laying,maintenance free earthing,installation of earthing,provision of fencing,making concrete cutting,earth excavation
Read moreExcavation in trenches for foundation,material and labour for cement concrete,material and labour for mild steel tmt bars,material and labour for roof trusses,supply and fix for mild steel plates,supply and fix mild steel screw bolts,material and labour for preparation of new painted steel surface of any descripation,supply and fix pre painted galvalume aluminum zinc coating gi based corrugated,material and labour reinforced cement concrete nominal mix
Excavation in trenches for foundation,material and labour for cement concrete,material and labour for mild steel tmt bars,material and labour for roof trusses,supply and fix for mild steel plates,supply and fix mild steel screw bolts,material and labour for preparation of new painted steel surface of any descripation,supply and fix pre painted galvalume aluminum zinc coating gi based corrugated,material and labour reinforced cement concrete nominal mix
Read moreEarth work in excavation,pcc up to plinth level with 1 to 4 to 8,brick work for foundation and plinth cement mortar 1to4,brick masonry with common cement,steel reinforcement for r c c work fe 500d,propping for lintels beams plinth beams bressumers,centering and shuttering including strutting propping etc,centering and shuttering including strutting propping etc,centering and shuttering uncluding strutting propping etc,pcc for work up to plinth level 1 to 2 to 4,pcc for column above pl finishing and reinforcement 1 to 1 point 5 to 3,rcc for rb and roof slab,15 mm cement plaster on rough side of single or half brick,15mm cement plaster on rough side of single or half brick wall of mix 1 to 4,supply and laying of stone aggregate of size 90 mm to 45 mm,ceramic glazed floor tiles of size 300 into 300 mm,acrylic smooth exterior paint of required shade 13 point 46 point 1 new work,filling available excavated earth lead up to 50 m and lift upto 1 point 5m,wood work in frames of doors s clerestory s,glazed
Earth work in excavation,pcc up to plinth level with 1 to 4 to 8,brick work for foundation and plinth cement mortar 1to4,brick masonry with common cement,steel reinforcement for r c c work fe 500d,propping for lintels beams plinth beams bressumers,centering and shuttering including strutting propping etc,centering and shuttering including strutting propping etc,centering and shuttering uncluding strutting propping etc,pcc for work up to plinth level 1 to 2 to 4,pcc for column above pl finishing and reinforcement 1 to 1 point 5 to 3,rcc for rb and roof slab,15 mm cement plaster on rough side of single or half brick,15mm cement plaster on rough side of single or half brick wall of mix 1 to 4,supply and laying of stone aggregate of size 90 mm to 45 mm,ceramic glazed floor tiles of size 300 into 300 mm,acrylic smooth exterior paint of required shade 13 point 46 point 1 new work,filling available excavated earth lead up to 50 m and lift upto 1 point 5m,wood work in frames of doors s clerestory s,glazed
Read moreErection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching
Read moreErection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr
Read moreSurface excavation n exc not exceeding 30 cm deep and averaging 15cm deep and getting out,excavating in trenches n exc 1 5 m wide and n exc 1 5 m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc n exc 10 sq m on plan and n exc 1 5 m in depth and getting out,providing and laying sand filling under floors or in foundations including watering and consolidation,providing and laying bricks sub class b laid flat in floors old size bricks,material and labour cement concrete in foundations filling and mass concrete type b2 1 2 4,material and labour boring holes 3 m deep in soil for under reamed piles and getting out and disposal of spoil to a distance of n exc 50 m,providing and laying rcc nominal mix in foundations including rafts footings foundation beams plinth beams bases for columns etc,providing and laying brickwork with subclass b bricks straight or curved on plan exc 6m mean radius built in cement mortar 1 4,providing and rendering 12mm thick on fair faces of brick work or conc
Surface excavation n exc not exceeding 30 cm deep and averaging 15cm deep and getting out,excavating in trenches n exc 1 5 m wide and n exc 1 5 m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc n exc 10 sq m on plan and n exc 1 5 m in depth and getting out,providing and laying sand filling under floors or in foundations including watering and consolidation,providing and laying bricks sub class b laid flat in floors old size bricks,material and labour cement concrete in foundations filling and mass concrete type b2 1 2 4,material and labour boring holes 3 m deep in soil for under reamed piles and getting out and disposal of spoil to a distance of n exc 50 m,providing and laying rcc nominal mix in foundations including rafts footings foundation beams plinth beams bases for columns etc,providing and laying brickwork with subclass b bricks straight or curved on plan exc 6m mean radius built in cement mortar 1 4,providing and rendering 12mm thick on fair faces of brick work or conc
Read moreEarth work in excavation in trenches for foundation plinth etc,providing and laying of dry stone so
Read more
Earth work in excavation in trenches for foundation plinth etc,providing and laying of dry stone so
Read more
of your Industry type