TERM CONTRACT FOR LAYING OF CEMENT CONCRETE ROADS IN SECUNDERABAD CANTONMENT AREA FOR A PERIOD OF ONE YEAR

Dismantling of Shabad Stone slab and tiles of any description or thickness in floors, aprons etc., laid dry and pointed

Excavation over areas not exe 1.5 mtr deep getting and out from hard/ dense soil

Laying of Cement Concrete (1:2:4) prop 100 mm thick road slab using 66 2/3% of cum. Qty. of concrete mix of 40 mm IRC gauge machine crushed metal and CC (1:2:4) prop. Of 20mm IRC gauge machine crushed metal, using 33 1/3% of same quantity of concrete mix , using screen sand incl cost and conveyance of all materials labour charges and hire charges of miller mechanical tamper and vibrator, providing expansion joints of 12mm thick and filler, curing , labour charges , brooming, channeling, etc., and all other incidental and operational charges complete for finished item of work etc.,

Laying of Cement Concrete (1:2:4) prop 150 mm thick road slab using 66 2/3% of cum. Qty. of concrete mix of 40 mm IRC guage machine crushed metal and CC (1:2:4) prop. Of 20mm IRC guage machine crushed metal, using 33 1/3% of same quanity of concrete mix , using screen sand incl cost and conveyance of all materials labour charges and hire charges of miller mechanical tamper and virbrator, providing expansion joints of 12mm thick and filler, curing , labour charges , brooming, channeling, etc., and all other incidental and operation charges etc.,complete for finished item of work

Providing Cement Concrete in foundation filling and mass concrete type D2 (1:4:8) with 40mm graded agg

Reinforced Cement Concrete pipes class NP2 laid and jointed complete with collars bore of pipe in 300 mm dia

Supply and fixing of stone kerb of roughly squared stones of size 15 cm x 30 cm dressed so that maximum depression from a straight edge held against the dressed surface shall not exe 6 mm for top and exposed surface of sides and 20mm for the rest for the rest of surfaces joined in Cement Mortar (1:6) prop. And struck flush granite or trap stones

Returning and filling in including spreading, leveling, watering and well ramming in layers not exe .25 cm

Removing Excavated material not exe 50 mtrs and depositing where directed at a level not exe 1.5 mtrs above the starting point as directed