Ranipet District Desilting and Construction of Weir at Vadakkan MI Tank in Kallalankuppam H/o Kallalankuppam Panchayat (UI - 5101111P006) in Sholinghur Block

Amount

Sholinghur Block

1.Desilting and Construction of Weir at Vadakkan MI Tank in Kallalankuppam H/o Kallalankuppam Panchayat (UI - 5101111P006)

Clearing the scrub jungle, Julliflora Jungle and disposing of the same as directed by the Engineer incharge of works and as per technical specification [ specification 2.2]

Bund Top and Slope

Water spread area

Earth work in all soils except hard rock requiring blasting and conveying and formation of bund with 0 to 100m deploying earth moving machineries and tippers including benching, formation of bunds breaking clods, sectioning, labour and Hire charges for closing breaches for extra watering and consolidation by power roller including hire charges etc complete

Quality -0 to 1KM Lead

Fore shore quanity

Supplying and fixing of RCC Boundrary Stone of Size 0.15 x0.15x1.60m

Construction of Revetment

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, hard stiff clay, black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B for narrow foundation.

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyance of all materials to work site and all labour charges etc.

Supplying and erecting centering shuttering with necessary supports including cost and conveyance and all labour charges etc.

CC 1:3:6 mix using 40mm metal including cost and conveyance and all labour charges etc.

Supplying suitable gravel and providing gravel packing 15cm thick for revetment including machin the same for premeasurement spreading and woaring with water to plastic waste complete as directed by the Engineer in charge of work

Rough stone dry packing for revetment and apron using new stones obtained by approved sources including the cost of new wedges for filling the gaps etc. , and complete on the work as directed by the Engineer in charge

Reconstruction of Weir

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, hard stiff clay, black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B for narrow foundation.

Dismantling with out damaging the near by structures if any , clearing away and carefully stacking materials useful for reuse 20 for any thickness of wall in brick masonry in cement mortar wall under 3 m High as directed by the Engineer in charge of the work

Dismantling with out damaging the near by structures if any , clearing away plain cement concrete as directed by the Engineer in charge of the works as per technical Specification B - 35 )

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, hard stiff clay, black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B for narrow foundation.

Filling the river sand including cost and conveyanceof all materials to work site and all labour charges etc.

Plain Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

Cement Concrete 1:3:6 mix using 20mm HBG metal including cost and conveyance of all materials and all labour charges etc. complete

Providing steel centring for RCC slabs , beams or plain surfaces including strutting 3m height usingMS sheet , BG .10 gauge thick of size 90 x60cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joists of size 10cm 6.50cm

Below GL

Above Gl

Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}

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