Flood Control Tenders in Punjab

Channel Resectioning for flow regulation of Sirhind Choe to embankment strengthening for resilience from RD 483000 to 418630 for Flood risk mitigation measures

Clearance of catch water drain and embankment between RD 17500 to 33820 mtr on both sides of Anandpur Sahib Hydel Channel for the year 2022-2023.

Clearance of catch water drain and embankment between RD 12437 to 17500 mtr on L/s of Anandpur Sahib Hydel Channel for the year 2022-2023.

Estimate for strengthening of bandh/embankment by providing series of Revetment to protect the berm from erosion at village Shahpur Bela , Sri Anandpur Sahib District Rupnagar

Estimate for strengthening of bandh/embankment by providing series of Revetment to protect the berm from erosion at village Agampur, tehsil Sri Anandpur Sahib District Rupnagar

Estimate for strengthening of bandh/embankment by providing series of Revetment to protect the berm from erosion at village Mehandli Kalan, tehsil Sri Anandpur Sahib District Rupnagar

Estimate for strengthening of bandh/embankment by providing series of Revetment to protect the berm from erosion at village Bhallri, tehsil Nangal Sri Anandpur Sahib District Rupnagar

Estimate for strengthening of bandh/embankment by providing series of Revetment to protect the berm from erosion at village Jindwari, tehsil Nangal Sri Anandpur Sahib District Rupnagar

Ordinary Repair of IBB Roads includes Culvert & Fence embankment repair work at various stretches from BP. No. 398/5-R to 417/8-S of Border Fencing Sub Division-Islampur, under BFD-II, Islampur, IBBZ-I during the block year 2025-26 in the district of Uttar Dinajpur of West Bengal sector. SH Construction of wing/Toe wall, cement concrete work between pavement edge and culvert parapet wall on either side of culvert, boulder pitching and other miscellaneous work within the stretch from BP. No. 398/5R to 417/8-S under BFSD Islampur.

Construction of Retaining wall at RD 4800 mtr. of SNHC along the road at Roa village and along base of existing steel water tank near kansa complex and fixing of drainage pipes on right embankment of SNHC from RD- 4400 to 5500 mt

Channel Re-sectioning for flow regulation of Tangri river in between RD 0 to 64900 and 73260 to 78950 to embankment strengthening for resilience from RD 0 to 59500 and 28030 to 31130 and Left Tangri Bandh RD 0 to 59500 and 68130 to 73858 for Flood

Channel Resectioning for flow regulation of Tangri river in between RD 0 to 64900 and 73260 to 78950 to embankment strengthening for resilience from RD 0 to 59500 and 28030 to 31130 and Left Tangri Bandh RD 0 to 59500 and 68130 to 73858 for Flood ris

Channel Resectioning for flow regulation of Tangri river in between RD 0 to 64900 and 73260 to 78950 to embankment strengthening for resilience from RD 0 to 59500 and 28030 to 31130 and Left Tangri Bandh RD 0 to 59500 and 68130 to 73858 for Flood ris

Channel Resectioning for flow regulation of Tangri river in between RD 0 to 64900 and 73260 to 78950 to embankment strengthening for resilience from RD 0 to 59500 and 28030 to 31130 and Left Tangri Bandh RD 0 to 59500 and 68130 to 73858 for Flood ris

Feeler Gauges - Engineering Metrology - as per IS 3179 (Q3), Demolition of brickwork or stone masonary laid in cement mortar., M and L for brick work with sub class B brick straight or curved on plan exc 6.0 mtr, Rendering plastering, 15 mm thick in ... Forming embankments including ...

Feeler Gauges - Engineering Metrology - as per IS 3179 (Q3), Demolition of brickwork or stone masonary laid in cement mortar., M and L for brick work with sub class B brick straight or curved on plan exc 6.0 mtr mean radius built in CM 1.4 etc, ... Forming embankments including ...

Feeler Gauges - Engineering Metrology - as per IS 3179 (Q3), Forming embankments including raising or lowering earth spreading in layers n exc 30 cm thick Not exceeding 1.5 metre high from base, Exceeding 1.5 metre but not exceeding 3 metre high from base, Exceeding 3 metre but not exceeding 4.5 metre high from base, Exceeding 4.5 metre but not exceeding 6 metre high from base, Exceeding 6 metre but not exceeding 7.5 metre high from base, Exceeding 7.5 metre but not exceeding 9 metre high from base, Exceeding 9 metre but not exceeding 10.50 metre high from base, Exceeding 10.5 metre but not exceeding 12 metre high from base, Exceeding 12 metre but not exceeding 15 metre high from base, M and L for brick work with sub class B brick straight or curved on plan exc 6.0 mtr mean radius built in CM 1.4 etc, Rendering plastering 15 mm thick in cement mortar 1.4 on any face of brick walls or concrete surfaces.

M and L Bringing approved earth soft or loose soil from out side of defence land, Forming embankments including raising or lowering earth.spreading in layers n exc 30 cm thick, ditto Item No 2 above but height exc 1.5 mtr to 3 mtr, ditto Item No 2 above but height exc 3 mtr to 4.5 mtr, ditto Item No 2 above but height exc 4.5 mtr to 6 mtr, ditto Item No 2 above but height exc 6 mtr to 7.5 mtr, dittoItem No 2 above but height exc 7.5 mtr to 9 mtr, Demolition of brickwork or stone masonary laid in cement mortar ., M and L for brick work with sub class B brick straight or curved on plan exc 6.0 mtr mean radius, Rendering plastering 15mm thick in cement mortar 1.4 on any face of brick walls or concrete surfaces, M and L preparation of new plasterd surfaces appy two coats of camouflage colour cement base paint, Digging scraping of earth using deployment of one JCB in site, Loading unloading of loose earth

Surface excavation n.exc not exceeding 30 cm, Dismantling brick work built in cement mortar, Brick work using bricks as specified in PS II clause, Cement concrete 1 .2. 4 type B 1 using 20mm graded stone, Dismantling brick tile terracing with PCC ... Forming embankments including ...