Irrigation And CAD Department Tender
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Irrigation And CAD Department Tender
Civil And Construction
Irrigation Work
Opening Date31 Aug 2020
Closing Date7 Sep 2020
Tender Amount₹ 4,77,139
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
348475Bid Award Id
ViewTender No
19/2020-21, Dated: 28.08.2020Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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Documents
BOQ Items
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Aqueduct at Km 0.460 of PABR Right Canal;Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.As directed by the Engineer-in-charge
9.75
-
2936
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Aqueduct at Km 0.460 of PABR Right Canal;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 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 : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum).As directed by the Engineer-in-charge
9.75
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52447
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Aqueduct at Km 0.460 of PABR Right Canal;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. As directed by the Engineer-in-charge
35
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211316
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