PROVISION OF DRAINAGE NETWORK AT VOLLEYBALL COURT PREMISES IN CG COMPLEX MALKAPURAM VISAKHAPATNAM

Amount

Excavation in trenches n exc 1.5 m wide and n exc 1.5 depth for foundations etc and getting out soft and loose soil complete all as specified and as directed.

M & L for Plain Cement Concrete Type D-2 1:4:8 ( using 40 mm graded granite stone aggregte) in foundations, filling and mass concrete 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 mortar 1:6 complete all as specified and as directed.

M & L for Plain cement concrete type B-1 1:2:4 ( using 20 mm graded granite stone aggregate) copings, bed plates and the like including weathering, slightly complete all as specified and as directed.

M&L 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 .

Returing, filling in including spreading, levelling , watering and well ramming in layers n exc 25 cm thick with soils complete all as specified and as directed.

Removing excavated soil/demolished material not exceeding 50 m from the starting point complete all as specified and as directed.

Extra for forming fair finished drain or channel exc. 30cm but not exc 60 cm inner girth in cement concrete using extra cement including forms molds, mitered/stopped ends etc. complete all as specified and as directed.

M & L for Precast cement concrete type B1, 1:2:4 (Using 20 mm graded granite aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 complete all as specified and as directed.

M & L for High strength deformed TMT bars 10 mm dia of grade Fe 500 / 500 D steel bars and over cut to length bent to shape required including crancking, bending spiraly for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips all as specified.

Use and waste of form work to side of concrete foundation including rafts, footings, foundation beams, base of columns etc., for fair finished surfaces of conrete flat complete all as specified and directed.

M & L for RCC type B-1 1:2:4 (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, bases for columns, & side walls below GL etc, complete all as specified and directed.

S&F framed work such as grills gratings, etc., with ends of bars shouldered and/ or riveted, or forged into apikes; framed guard bars; barred iron doors; ladders; framed baluster; walk ways; railings; framedwork or water tanks and similar work conforming to Fe 290 gde E 165 complete all as specified and as directed.

M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide 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.

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 D2, 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 laying 60 mm thick PCC M-35 machine pressed precast concrete glazed coloured interlocking pavor blocks any shape and size confirming to IS-15658-2006 using with grey cement and pigment over and including Sand filling 50 mm thickness under floors or in foundations including watering and consolidation complete all as specified and as directed.

GOLLAVILLI RAJANI KUMAR

SRI SRK ENGINEERS

SRI SAI VAGDEVI BUILDERS

K & K CONSTRUCTIONS

SRI VENKATA SAI MANIKANTA CONSTRUCTIONS

MAHIRA ENGINEERING & INFRASTRUCTURE