HPSEBL/BPHDJ/23/2024-25

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge:- Ordinary rock.

Drilling holes upto 32 mm dia dowel anchor bars in cement concrete as per specification or drawings or as per direction of EIC.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:- Mild steel and Medium Tensile steel bars.

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 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.

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 and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification.

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-6. 15cm.x15cm. mesh.

Stone filling behind retaining walls

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

MILAP CHAND KAPOOR (BID ID -469144)

VIJAY KAPOOR (BID ID -469164)