Tender For Construction Of Drainage System In Downstream Of Dam For Water Disposal Near At Rd. 2970M And Rd. 3240M Gararda Dam Distt. Bundi, Bundi-Rajasthan
TDR : 35938786
Tender Notice
BOQ
Expired
Bundi
Rajasthan
Tender For Construction Of Drainage System In Downstream Of Dam For Water Disposal Near At Rd. 2970M And Rd. 3240M Gararda Dam Distt. Bundi
Name of Work:Construction ofdrainage system in Downstream of damfor water disposalNear at RD. 2970M& RD. 3240M Gararda Dam Distt. Bundi
Sl. No.
Item Description
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WORK
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Excavation including loading unloading , disposal and dressing of excavated earth within initial leads of 50 m and lift upto 1.50 m in dry or moist including dressing of excavated area, de-watering wherever required and all applicable taxes and levies etc. complete in all respect Soft/Loose soil
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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 20 mm.
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Providing and laying in position of Cement concrete Nominal mix (1:2:4 ) M-15includingleads of all construction materials including curing,compaction,and finishing with rendering in cement sand mortor 1:3 91 cement: 3 coarse sand ) and making good the joints excluding cost of centering , shutttering and reinforcement. well gradedcrusher broken stone aggregate of maximum size(d) upto 20mm
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Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. completein cement sand mortar 1:5
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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. including all leads of all construction materials complete: of thickness 20 mm
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000 mm dia NP-3
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Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm
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