Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Works
Civil And Construction
Opening Date5 Mar 2024
Closing Date12 Mar 2024
Tender Amount₹ 7,04,552 
Notes
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Permanent repairs to Kannai kunta, Thirumalapur (V), Chityal (M), Jayashankar Bhupalapally;Providing and laying insitu vibrated M-15 (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,scaffolding cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 280 kg / cum with use of super plasticiser, CA: 0.90cum, Blending Ratio of CA-50:30:20, FA:0.40 cum)

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Permanent repairs to Kannai kunta, Thirumalapur (V), Chityal (M), Jayashankar Bhupalapally;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 upto 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)

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Permanent repairs to Kannai kunta, Thirumalapur (V), Chityal (M), Jayashankar Bhupalapally;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)

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Permanent repairs to Kannai kunta, Thirumalapur (V), Chityal (M), Jayashankar Bhupalapally;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 excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, etc., complete with initial lead upto 1 km and all lifts.and consolidate with 2T Roller.

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