PROVISION OF INTERLOCKING TILES AND CERTAIN IMPROVEMENT WORKS NEAR E4 E5 AND E6 QUARTERS IN COAST GUARD COMPLEX MALKAPURAM VISAKHAPATNAM

Amount

Surface excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and as directed..

M & L for hard core of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M & L for 100 mm thick Cement concrete type D-2, 1:4:8 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing complete all as specified and as directed.

M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed..

M&L for 60 mm thick PCC M-35 machine pressed precast concrete glazed coloured interlocking pavor block any shape and size confirming to IS-15658-2006 using grey cement and pigment complete all as specified and as directed.

M & L for Providing cement concrete 1:2:4 type B-1 (using 20 mm graded aggregate) in copings/benching including necesaary formwork complete all as specified and as directed.

M&L for PCC 1:3:6 type C1 (using 20 mm graded aggregate) in flooring etc.,complete all as specified and as directed.

M&L for Glass dividing strips, 3 mm thick and inserted in as per design complete all as speicifed at site and as directed .

M&L chequered designed cement concrete tiles of size 300mm x 300 mm x 20 mm thick, with grey cement and pigment set, jointed and pointed in neat cement slurry in floors including 15 mm thick screed bed or bedding layer in cement mortar 1:4 for laying floor tiles complete all as specified and as directed.

Removing excavated material (soils) exc 250 m but not exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.

Demolition of cement concrete/bituminous surface in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) complete all as specified and as directed.

Demolition of brickwork/stone masonry built in cement mortar including all quoins, arches, pillars etc. complete all as specified and as directed.

M & L for Brick work with fly ash bricks straight or curved on plan exceeding 6m mean radius built in cement mortor (1:6) complete all as specified and as directed.

Taking down cement plaster of any description on brick or stone walls or concrete surfaces etc. including racking out joints hacking for key scrubbing down with water etc. complete all as specified and as directed.

M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces , finished even and smooth without using extra cement including mixing with WPC all as per manufacturer's instructions complete all as specified and as directed. (Note :- WPC will be measured and paid separately)

Supply only integral water proofing compound.

M&L for preparing the new plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed.

M&L for cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregate) in surface channels and drains complete all as specified and as directed.

Extra for forming fair finished drain or channel 50 cm inner girth in cement concrete, using extra cement,including forms, moulds, mitred/ stopped ends complete all as specified and as directed.

Demolition of reinforced cement concrete of any description as in cover slab etc. and similar work,including removing the debries to a distance not exc 100m, where directed complete all as specified and as directed.

M & L for Pre-cast RCC 1:2:4 mix, type B1 using ( 20mm graded aggregate) as in cover slabs set in cement mortar 1:4 including necessary formwork complete all as specified and as directed. Note :Reinforcement shall be measured and paid separately .

M&L for TMT 10 mm and over bars cut to length, bent to shape required including cranking, bending, hooking ends, and binding with mild steel wire not less than 0.9 mm dia confirming to IS complete all as specified and as directed.

Excavation in trenches n exc 1.50 m wide and 1.50 m depth and n exc 10 sqm on plan and n exc 1.50 M in depth and getting out in soft/loose soil,all as specified and directed.

M&L for PCC 1:4;8 type D-2 (using 40 mm graded stone aggregate) bed to drain pipe including packing under and haunching against the sides of pipes of 300 to 450 mm dia after they are laid and tested complete all as specified & as directed.

Supply , laying and testing of Reinforced concrete pipes, 450 mm dia bore class NP3, laid and jointed complete with collars complete all as specified and as directed.

Supply , laying and testing of Reinforced concrete pipes, 300 mm dia bore class NP3, laid and jointed complete with collars complete all as specified and as directed.

Returning filling in including spreading leveling watering well ramming in layers n exc 25cm thick. with soil obtained from excavation complete all as specified and as directed.

THE VENKATESWARA SUPPLIERS

SRI SRK ENGINEERS

SV CONSTRUCTION

RATNA ENTERPRISES

K & K CONSTRUCTIONS

JAHNAVI ASSOCIATES

SRI VENKATA SAI MANIKANTA CONSTRUCTIONS

HEVENNY ENGINEERING CONSTRUCTIONS

K NAGARAJU

ANJALI CONSTRUCTIONS