Irrigation And CAD Department Tender
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Irrigation And CAD Department Tender
Opening Date16 Dec 2024
Closing Soon30 Dec 2024
Tender Amount₹ 1,23,10,650
Costs
EMD
₹ 1,24,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
774427Tender No
15/2024-25, Dated: 12.12.2024Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 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 initial lead upto 50 m and all lifts. (IRR-CCDW-2-9) and as directed by the Engineer-in-charge.
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73326
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Providing and laying insitu M- 30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing,placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 1 km and all lifts. (IRR-CCDW-2-26)
35
6417
224605.85
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Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts. (IRR-CCDW-2-1) HYSD bars - FE 415 and as directed by the Engineer-in-charge.
25633
85
2178805
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Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC solid parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.35 m c / c, 12.5 cm thick wall 80 cm height with 12.5 cm thick and 35 cm wide coping slab for wall and 12 .5 cm thick 40 cm x 40 cm coping for pillars with top edges of kerb and coping chamferred / rounded as directed etc., complete. (IRR-DAW-2-11) and as directed by the Engineer-in-charge.
79
3263
257848.1
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Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts. (IRR-CAW-7-35) and as directed by the Engineer-in-charge.
37
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Providing hearting / casing embankment with 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, transporting, 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 by Sheep foot roller / Vibratory 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.(IRR-CAW-2-7) and as directed by the Engineer-in-charge.
4718
395
1865355.66
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Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(100 mm thick) 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 initial lead upto 50 m and all lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum). (IRR-CAW-7-15) and as directed by the Engineer-in-charge.
627
6996
4387056.3
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