Estimate for Remodelling Reconstruction of Sheron Disty with RCC open barrel from RD 27133 to 29040

Earth work in excavation inf foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side and backfilling with approved material, Ordinary soil, Mechanical Means, Depth 0 to 3m

HYSD Steel Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete

Centering and shuttering for faces of walls , partitions , retaining walls and the like (vertical or battering) including attached pilasters butresses etc.

Providing and fixing PVC Water Stoper Seal 150*10mm

Dressing of new work

Crane 35 tonnes

Providing orange colour safety footrest of minimum 6mm thick plasticencapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length263mm and width as 165mm withminimum 112mm space between protruted legs having 2mm tread on topsurface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

Filling expansion joints with special impervious hot pour 12.5mm wide.

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige form 0-450 mtr) (Katcha)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige form 450 mtr-1 km) (Katcha)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige for every Additional km upto 10 km) (Katcha)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige form 450 mtr-1 km) (pucca)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige for every Additional km upto 10 km) (pucca)

Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

Dismantling brick work tile, masonry or tile lining. ( In Cement)

Ordinary Jungle Clearance of both banks of running Distributaries, minors and Drains with discharge exceeding 9 cumecs including Boundary road(a) Discharge exceding 4.5 cum/s

Cement concrete 1:2:4 (a) With Stone aggregate 40 mm gauge (i) Mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Filling expansion joints with special impervious hot pour 12.5 mm wide

Any other Items