Permanent Restoration of Construction of 2 No.s Culvert (3.0mtr span ) on Kanhal Sehora Road (Under UT Bridge Sector for the year 2025-26)

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

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50mand lift upto 1.50 m, disposed earth to be levelled and neatly dressed: All kinds of soil.

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

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

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providingand and laying in position specified grade of reinforced cement concrete (1:1.5:3) excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level.

Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete

Centring and shuttering including strutting, propping etc and removal of the formwork .

Foundations, footings, bases of columns etc. for mass concrete.

Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls, Above 20 cm wide

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

Providing and Laying River Bed Material by way of spreading in uniform layer, watering, and compacting with power road roller 8-10 capacity including carriage of material with average lead of 15km. The measurement to be taken of compacted/finished work.

Carriage of construction material Upto 10 km by MT

Carriage of sand/Stone Aggregate below 40mm within an avg. lead 15 KM MT

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 12.58.1 75 mm diametre (for Weep Holes)

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) 24.17.2 Wet

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

JCB engaged for Site clearance and removing of malba/bush cuttings etc

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