Irrigation And CAD Department Tender
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Irrigation And CAD Department Tender
Drainage Work
Opening Date7 Dec 2020
Closing Date22 Dec 2020
Tender Amount₹ 8,89,503 This is an estimated amount, exact amount may vary.
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
361111Bid Award Id
ViewTender No
Tender Notice No 20 IFB NO 508 Dt:01-12-2020Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
Improvements and Re construction of Side walls of Nallagatla sub branch channel;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 piers and abutments including cost of all materials, labour, machinery, 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) If water is to be brought from other place add only lead charges @ 500 ltr / cum.
56
-
385666
Improvements and Re construction of Side walls of Nallagatla sub branch channel;Refilling the foundation with Excavated use full soils
24
-
6794
Improvements and Re construction of Side walls of Nallagatla sub branch channel;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.
176
-
40341
Improvements and Re construction of Side walls of Nallagatla sub branch channel;Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
158
-
148383
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