Restoration Work Of Canal Under Sdrf Immdiate Restoration Of Canal Banks And Structures On Bhimguda Disty Km 10.00 -20.00 Surachand Minor Surachand A B C D Sub Minor Damaged Due To Heavy Rain Under Sdrf Scheme., Sanchore-Rajasthan
TDR : 51958804
Tender Notice
BOQ
Expired
Sanchore
Rajasthan
Restoration Work Of Canal Under Sdrf Immdiate Restoration Of Canal Banks And Structures On Bhimguda Disty Km 10.00 -20.00 Surachand Minor Surachand A B C D Sub Minor Damaged Due To Heavy Rain Under Sdrf Scheme.
Name of Work: Immdiate Restorationof canal banks and structures on Bhimguda disty Km 10.00 - 20.00, Surachand minor,Surachand A&B&C&D sub minor damaged due to heavy rainunder SDRF Scheme.
Sl. No.
Item Description
1
SDRF Work
2
Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and highly weathered rock for bed
3
Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and highly weathered rock for side slopes
4
Cement concrete lining of mix (1:3:6) M-10 with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering and curing etc. complete for canal bed of thickness 7.5 cm
5
Cementconcreteliningofnominalmix(1:3:6)withupto20mmsize wellgradedcrusherbrokenstoneaggregatelaidasperspecifications including all leads of all construction materials including rendering and curing etc. complete for canal side lining of thickness.7.5 cm
6
Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc.anddressingwhencompactedby vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor\"s densitywithinitialliftof1.5m (excludingcharges forcompactionand watering), including loading and un-loading wherever required complete in all respect- (e) With lead beyond 1750 m and up to2250 m( average lead 2 Km)
7
Deductinitemno16 (b)if StandardProctor\"sdensitytobe achived is at least 90%
8
Compaction of earth or highly weathered strata by mannual or plain roller. (density 90% of Proctor)
9
Watering of earth including cost of carriage of water when source of water is 1 Km
10
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 thejoints excluding the cost ofcentering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm
11
Side shuttering including propping etc. complete (to achieve finish F2 for : a. Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontallylaid mass concrete)
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