Irrigation And CAD Department Tender

Repairs, Renovation and Restoration of CHEERLADINNE MI Tank at CHEERLADINNE Village in Kanigiri M;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as watering, compactingto density control of not less than 95 percent or as stipulated using 8T roller etc., complete with initial lead upto 1 km and all lifts.IRR-PMW-3-22 & 23 ,New Item6 - 2010-11 (For Minor Works)

Repairs, Renovation and Restoration of CHEERLADINNE MI Tank at CHEERLADINNE Village in Kanigiri M;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as watering, compactingto density control of not less than 95 percent or as stipulated using 8T roller etc., complete with initial lead upto 1 km and all lifts.IRR-PMW-3-23 ,New Item6 - 2010-11 (For Minor Works) - For Reuse of Benching E.W. Qty for Banking

Repairs, Renovation and Restoration of CHEERLADINNE MI Tank at CHEERLADINNE Village in Kanigiri M;Providing compacted embankment for field irrigation channels with gravely soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto 50 m and all lifts is provided on top of the bund . ( manual work with water pump)

Repairs, Renovation and Restoration of CHEERLADINNE MI Tank at CHEERLADINNE Village in Kanigiri M;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH

Repairs, Renovation and Restoration of CHEERLADINNE MI Tank at CHEERLADINNE Village in Kanigiri M;Excavation for Structures- Mechanical Means ( Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ( depth upto 3 meters)

Repairs, Renovation and Restoration of CHEERLADINNE MI Tank at CHEERLADINNE Village in Kanigiri M;Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead up to 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) IRR-CCDW-2-5

Repairs, Renovation and Restoration of CHEERLADINNE MI Tank at CHEERLADINNE Village in Kanigiri M;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type retaining walls / piers / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum ) If water is to be brought from other place add only lead charges @ 500 ltr / cum.