Restoration/protection of upside of nallah on right bank by providing wire crate, retaining wall on d/s of culvert and other works which was blocked/eroded due to flash flood under Baner Power House Division HPSEBL Jia.

Excavator with loader (JCB) for removal of muck, debries, boulders and other materials deposited along the nalah.

Deployment of tractor with trolley to assist in shifting and dumping excavated muck, debries and other materials.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)

Wire crates of G.I. wire filles with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately)

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly). G.I. wire 5mm thick corresponding to SWG-8. 15cm.x15cm. mesh.

Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106:-900 mm dia pipe.

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design in Single Row Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets:- 600 mm dia pipe.

Loading & Unloading of Hume Pipes : 900/1000 / 1200 mm dia (Loading)

Loading & Unloading of Hume Pipes : 900/1000 / 1200 mm dia (Unloading)

Loading & Unloading of Hume Pipes : 600/500/300 mm (Loading)

Loading & Unloading of Hume Pipes : 600/500/300 mm (Unloading)

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m: Ordinary rocks.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)

Providing weep holes in Retaining wall, Random rubble masonary/Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face.

Please Enable Macros to View BoQ information