Canal lining,Re-sectioning and Restoration of structures in between RD2.760km to RD 3.960km of Lugal Minor and in between RD 0.000km to RD 1.294 km of Lugal S/M-II for the year 2026-27.

Clearing shrub jungles,uprooting stumps and small bushes and trees below 1.00m girth on pre measurement etc. complete in all respects with all labour charges, T & P etc. and as per the direction of the Engineer-in-Charge

Dismantling brick or stone masonry in lime or stone mortar under 3 mt. height including stacking the useful materials for reuse and removing the debries within 50mt. Initial lead etc. complete and as per the direction of the Engineer-in-Charge

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries within 50mt initial lead etc complete and as per the direction of the Engineer-in-Charge

Removing old lime or cement plaster from walls including racking out joints 12mm deep and removing the debris within 50m lead etc. Complete and as per the direction of the Engineer-in-Charge

20mm thick cement plater (1:4) including cost, conveyance and royalty of all materials including curing etc. Complete and as per the direction of the Engineer-in-Charge

Earth work in excavation of foundation in hard soil within 50mt initial lead and initial lift 1.50mt inicluding rough dressing and breaking clods to max5cm to 7cm and laying in layers not exceeding 0.30mt in depth etc complete and as per the direction of the Engineer-in-Charge.

Filling foundation and plinth with sand of approved quality free from any objectionable material well watered and rammed including all cost, conveyance, royalty, cess and taxes of materials, excluding GST, but including labour charges etc .Complete with all leads, lifts, delifts etc as per specification and direction of the Engineer in charge

Cement concrete of design mix of M10 grade having specified characteristic compressive strength of 10N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 40mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry and using the minimum quantity of cement about 2.07 Qntl per cum (as per nominal mix)of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required in complete as per approved drawing , specification and direction of the Engineer in charge

Reinforced Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry and using the minimum quantity of cement about 3.47 Qntl per cum (as per nominal mix)of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required in complete as per approved drawing , specification and direction of the Engineer in charge

Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling then after specified date of casting and disposal of debries, clearing of work site including cost , conveyance, taxes, royalty of all materials with all labour, T&P required for the work etc. Complete in all respects as directed by the Engineer-in-Charge