REPAIR AND MAINTENANCE of Main Trunk Sewer Line Infrastructure in BHEL-Township, Haridwar.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for depth exceeding 1.5 m, but not exceeding 3.0 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kind of soil: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. (Analysed Item)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for depth exceeding 3.0 m, but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kind of soil: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. (Analysed Item)

Cleaning & Complete removal of obstruction or blockage such as Accumulated silt, Debris of damaged slab or damaged brick wall fallen and all other waste inside manholes up to depth of 6.0 metre of sewer line (above 450mm dia. size) and disposal of the same in nearby low-lying area within a lead of up to 300 meters as per the direction of the engineer in-charge. Necessary labour, T&P, opening & repositioning of manholes cover and any other work required for proper completion of the work is covered under the scope of contractor. (Analysed Item)

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.: All kinds of soil Unit:Cum

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kind of soil: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Unit:Cum

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. Unit:100sqm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) Unit:cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Unit:Cum

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Unit:cum

Centering and shuttering including strutting, propping etc. and removal of form for ::Lintels, beams, plinth beams, girders, bressumers and cantilevers Unit:sqm

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 Unit:kilogram

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in::Cement mortar 1:6 (1 cement : 6 coarse sand) Unit:Cum

12 mm cement plaster of mix : :1:4 (1 cement: 4 fine sand) Unit:Sqm

15 mm cement plaster on the rough side of single or half brick wall of mix : :1:6 (1 cement: 6 fine sand) Unit:Sqm

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. :Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Unit:Cum

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. Unit:Cum

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : :250 mm dia. R.C.C. pipe Unit:m

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : :300 mm dia. R.C.C. pipe Unit:m. :(19.6.4)

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : :With 20 mm diameter round bar Unit:No.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : H D - 20 :Circular shape 560 mm internal diameter Unit:No.

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