Construction of 12 nos. C-Type quarter inside the campus of CT and GST Territorial Range Jajpur Jajpur road for 2024-25

CIVIL WORKS (PART-I) Clearing grubbing road land including uprooting rank vegetation grass bushes shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to used etc complete as per specification and direction of Engineer in charge

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines grades and cross section and transporting to the embank etc. complete as per specification and direction of Engineer-in-charge

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision)

Supplying, Diluting & Spreading Chemical Emulsion like CHLORPYRIPHOS OR Other Chemical approved by the Central Insecticides Board as directed by the manufacturer and spraying the mixture uniformly by the sprayer as post constructional antitermite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. complete at the rate of 7.5 litres (or as directed by the manufacturer) per sqm on vertical and 5.0 litres per sqm on horizontal surfaces, 50% of the emulsion to be filled in center to center etc. complete as per the holes made in trenches at 150m.m IS:6313/1981(Part-II) complete including cost, conveyance, loading, unloading and ,es of all materials, cost of all labour, T&P, sundries and scaffolding where required for the work etc. as directed by the Engineer -in -charge.

Earth work in excavation of foundation in hard soil including dressing and levelling the beds within 50m. initial lead and 1.5m. initial lift with cost, conveyance, taxes as per specification and direction of Engineer in charge

Filling foundation and plinth with good quality river sand with watering and ramming incluing cost, conveyane, cost of all materials, T&P and labour etc complete as per direction and specification of Engineer in charge

Filling foundation and plinth with excavated earth well water and rammed in layers not exceeding 23cm in depth with all leads and lifts including cost conveyance taxes cost of all materials and labour etc complete as per specification and direction of Engineer in charge

Cement concrete (1:3:6) in foundation and plinth using 4cmsize hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete watering, curing etc, complete to required levels laid in layers to required thickness including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge

Fly Ash Bricks masonry of size (25cmx12cmx8cm) having crushing strength not less than 75Kg/sqcm in cement mortar (1:6) after immersing the bricks for six hours in water before use in Foundation and Plinth for ornamental flower beds, plinth molding and similar such type of works with all necessary projections, cutting, circular molding, corbelling, watering, curing etc. including cost, conveyances, royalties of materials and cost of all labour with T&P required for the work etc. complete along with testing of strength as per relevant I.S.standard andas per specification & direction of Engineer-in-charge. Ground floor

In supestructure