Construction of Twin E Type Qtr at New RWSS colony for RWSS Division Nuapada in the District of Nuapada

ANNEXURE -A Ground Floor Building Proper Excavation of foundation in hard soil within initial lead of 50 mtr and lift of 1.5 mtr etc including levelling and dressing the foundation trenches, stacking the excavated materials away from the work site etc as per the instruction of E.I.C.

Supplying, filling in foundation & plinth with well watered sand in layers not exceeding 150mm thick including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with T&P required for the work etc. complete as per direction of the Engineer-in-charge.

Providing Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size black broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6") thick to the required level ramming, watering, curing etc. complete including cost and conveyance royality taxes of all materials and labour with T&P required for the work etc. complete i as per direction of the Engineer-in-charge.

Providing cement concrete (1:2:4) with 12mm size clean crusher broken granite chips aggregate of approved quality from approved quarry including hoisting, lowering & levelling in position to required level in each layer not exceeding 15cm thick including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering if necessary with cost, conveyance taxes royalty labour of all materials and including hire and running charges of machinaries T&P required for the work including supplying and working of pumps and cess as per the specification and direction of Engineer-in-charge.

Brick work with Fly Ash brick in foundation & plinth using 25cmx12cmx8cm size bricks having crushing strength not less than 35kg./cm2 with dimensional to lerance 2% in c.c. (1:6) after immersing the bricks for six hours in water before use in foundation & plinth, basement & for ornametal flower heads plinth moulding & similar such type of works with all necessary projection, cutting, moulding, corebelling, chamfering, watering & curing including cost, conveyance, royalties & all type of taxes of all materials & labour, T&P required for the work etc. complete as per specification * direction of the E.I.C.

Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (a) Column Base

Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (b) Column

Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (c) Plinth beam

Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (d) Lintel

Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (e) Chajja