Irrigation And CAD Department Tender
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Costs
EMD
₹ 9,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
587515Tender No
06/2024-25 Dt. 09.04.2025Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
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BOQ Items
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Laying of CC to NSLBC;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 for bed and side lining of canal( 100 mm Thick) of canal including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and all lifts.(Manual Lining) (Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90 cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) complete as directed by Engineering in Charge.
68.7
6140
421845.48
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Laying of CC to NSLBC;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 for sub-structure / super-structure works., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with all leads and all lifts. (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90 cum, Blending Ratio of CA--50:30:20, FA : 0.40cum ) complete as directed by Engineering in Charge.
40.3
6562
264480.84
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Laying of CC to NSLBC;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 for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating finishing, curing etc., complete with all leads and all lifts. (Cement content: 260 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) complete as directed by Engineering in Charge.
5
6206
31031.5
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Laying of CC to NSLBC;Providing hearting / casing embankment using homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with a lead of 5 km and all lifts. complete as directed by Engineering in Charge.
550.8
293
161880.12
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Laying of CC to NSLBC;Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with initial lead upto 1 km and all lifts complete as directed by Engineering in Charge.
14.7
132
1949.22
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