Construction of portico in front of NRRI Main Office Building

Amount

Civil works: “Construction of portico in front of NRRI Main Office Building” at NRRI, Cuttack-6

Earth work in ordinary soil for foundation within 1.5 mt. initial lift & 50 m initial lead including rough dressing and levelling the bed including all labour, T&P etc complete of Column, Plinth beams, Portico floor and road

Sand filling in foundation & plinth, well-watered and rammed including watering and ramming cost, conveyance, royalties and taxes of all material and cost of all labour of Column, Plinth beams, Portico floor and road

PCC (1:3:6) using 2.5 to 4cm size crusher broken granite metal using approved quality from approved quarry including lowering laying concrete watering and curring etc of Column, Plinth beams, Portico floor and road

PCC (1:3:6) using 2.5 to 4cm size crusher broken granite metal using approved quality from approved quarry including lowering laying concrete watering and curring etc of Road

PCC M-25 grade RCC work in C.C (1:1:2) using 12 to 20 mm crusher broken hard granite chips having minimum compressive strength of 200kg/cm2 in 15 cm cubes at 20 days using 20 mm and downgraded hard granite crusher broken chips of approved quality from approved quarry including watering layering lowering laying concrete and compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalties and taxes of all materials of Column footing

PCC M-25 grade RCC work in C.C (1:1:2) using 12 to 20 mm crusher broken hard granite chips having minimum compressive strength of 200kg/cm2 in 15 cm cubes at 20 days using 20 mm and downgraded hard granite crusher broken chips of approved quality from approved quarry including watering layering lowering laying concrete and compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalties and taxes of all materials of Grade or Plinth Beam

PCC M-25 grade RCC work in C.C (1:1:2) using 12 to 20 mm crusher broken hard granite chips having minimum compressive strength of 200kg/cm2 in 15 cm cubes at 20 days using 20 mm and downgraded hard granite crusher broken chips of approved quality from approved quarry including watering layering lowering laying concrete and compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalties and taxes of all materials of Column

PCC M-25 grade RCC work in C.C (1:1:2) using 12 to 20 mm crusher broken hard granite chips having minimum compressive strength of 200kg/cm2 in 15 cm cubes at 20 days using 20 mm and downgraded hard granite crusher broken chips of approved quality from approved quarry including watering layering lowering laying concrete and compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalties and taxes of all materials of Beam

PCC M-25 grade RCC work in C.C (1:1:2) using 12 to 20 mm crusher broken hard granite chips having minimum compressive strength of 200kg/cm2 in 15 cm cubes at 20 days using 20 mm and downgraded hard granite crusher broken chips of approved quality from approved quarry including watering layering lowering laying concrete and compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalties and taxes of all materials of Roof slab

Supply, Cutting, bending of M S rod for RCC work and for providing fan hooks hoisting and lowering , laying including cost, conveyance & taxes of SYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills (Payment will be made on weight of HYSD bars only and no separate payment will be made towards the weight of binding wires)

Brick work with Fly ash bricks in cement mortar (1:6) in foundation and plinth using fly ash bricks size 25cm X 12cm X 8cm 75 kg/cm2 with dimension tolerance 8% after immersing the bricks for six hours in water before use including splays cutting circular moulding corbelling chamfering and similar such type of work of plinth Beams, steps and retaining wall

12mm thick cement plastering with 1:4 CM finished smooth to inside rough surface or 10” thick brick walls after raking out joints including watering and curing with cost, conveyance, royalty and taxes of all materials, cost of all labour and complete work of Column, Beam, Wall and Retaining wall flag post area

6mm thick cement plastering with 1:4 CM to RCC surface after chipping the RCC surface and slurry treatment including watering & curing etc. complete with cost, conveyance, royalty and taxes of all materials & all labour royalty

Supply and painting two coats of Weather seal coat over a coat of water bound wall primer after scraping and cleaning the surface.

2.5 CM (1") Thick A.S Flooring in C.C (1:2:4) including punning using 12mm size c.b. granite chips with cost conveyance, royalty, watering & curing etc complete

Dismantling Brick or Stone Masonry Under 3.00mtr. Height.

Supply and fixing Granite slab of size above 0.4sqm. of 18/20mm thickness on 25mm thick C.M bed (1:1) for floor.

Supply and fixing Granite tile of size 0.1sqm- 0.4sqm. of 10mm thickness on 25mm thick C.M bed (1:1) for Pillars.

Cement concrete (1:1.5:3) with 12mm size B, H, C, B, Gr chips by using plate vibrator.

ABINASH SWAIN

GUNGUN ENTERPRISE