PD EA NWMM 04 2223

Amount

Supply ,fixing , testing and commissioning HDPE pipe (PE80) of pressure rating 6 kgf/cm2 , 63 mm dia including fitting (But Fusion Joint) complete all as specified and as directed by Engr-in-Charge.

Supply ,fixing , testing and commissioning HDPE pipe (PE80) of pressure rating 6 kgf/cm2 , 50 mm dia including fitting (But Fusion Joint) complete all as specified and as directed by Engr-in-Charge.

Supply ,fixing , testing and commissioning HDPE pipe (PE80) of pressure rating 6 kgf/cm2 , 32 mm dia including fitting (But Fusion Joint) complete all as specified and as directed by Engr-in-Charge.

Material and Labour for supply and fixing GI pipe header using PPE clamp with brass/SS with mseal of size 25mm BSP ( for fixing of GI pipe) on existng HDPE pipe of size 32 mm to 65mm and providing GI pipe 25mmdiax900mm long (approx 600mm below ground level and 300mm above ground level ) including fixing of one gate valve of size 25mm dia (Gate wall shall be measured and paid seprately under respective items) including one reducing elbow of size 25mm x 20mm and one GI nipple 20mm x 150mm long complete all as specified and as directed by Engr-in-Charge.

supply and fix Gun-metal, globe or gate valves of size 25mm with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by Engr-in-Charge.

supply and fix Gun-metal, globe or gate valves of size 50mm with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by Engr-in-Charge.

supply and fix sluice valves class PN 1.6 of size 65 mm with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by Engr-in-Charge.

Excavation in Trenches in soft / loose soil not exceeding 1.5 mtr deep and getting out including dressing / triming sides and levelling / grading and ramming of bottoms of excavation the site for all leads and lifts complete all as specified and as directed by Engineer-in-Charge.

Returning filling in soil (of any type ) including spreading levelling watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Removing cement mortar from 40 mm sand stone and 20 mm granite stone obtained after dismantling as the stone / granite flooring refixing the same and disposing the rubbish away from India Gate 'C' Hexagon.

Material & Labour for boring of holes under road pavement,hard standing by trenchless technology including HDPE pipe of 100 mm dia,complete all as specified and as directed by Engineer-in-Charge.

M & L Brick work with sub class 'B' bricks straight or curved on plan n exc 6 m mean radius built in cement mortar 1:6 using old size burnt bricks

Material and Labour rendering 15 mm thick of cement mortar 1:4 on fair faces of brick work or concrete surface.

Demolition of cement concrete of any description and in any position not otherwise specifically provided incl removing debris outside India Gate 'C' Hexagon area and dumping in NDMC approved place

S & F TMT bars 10 mm dia and over cut to length, bent to shape required, including cracking, bending spirally for hooping to columns, hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia or securing with clips

Dismantling stone slab/ tile of any description/thickness in any position laid dry/wet as in floor / wall bedded and pointed in cement mortar complete all as specified and as directed by Engineer-in-Charge.

Dismantling and Stacking existing sand stone kerb complete all as specified and as directed by Engineer-in-Charge.

Material and Labour granite tile flooring using 20 mm thick flamed granite tiles (of any type and any size), machine cut, bedded and jointed with Laticrete steller grout as per existing colour complete and also including all cutting and waste. The tint , size of tile/slab shall be as that of nearby location at site( Screed bed shall be measured and paid seperately)

Material and Labour stone kerb of roughly squared Sand Stone of size 60 cm long x 45 cm height x 10 cm width, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6 mm for top and exposed surfaces of sides and 20 mm for the rest of the surfaces, jointed in cement mortar 1:6 and struck flush complete

Refixing of stone kerb of roughly squared Sand Stone jointed in cement mortar 1:6 and struck flush complete

Material and Labour 40 mm thick Red and beige colour dressed sandstone slabs footpath floor, set and jointed in cement and stone dust mortar 1:3 and pointed in cement mixed with approved pigment to match the shade of stone complete all as specified and as directed by Engineer-in-Charge.Note : - Screed bed shall be measured and paid for separately

M and L 150 mm thick plain cement concrete 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) as in sub-floors, including necessary use and waste of rough form work including finishing the top surface of concrete even and rough to receive the topping layer

Material and Labour screed bed or bedding layer 20 mm thick of cement mortar 1:4 for laying floor finishes complete

M&L reinforced cement concrete nominal mix (1:2:4 ) type B1 using 20 mm graded aggregate ) as in cover slab of chamber/Manhole and the like complete incl form work

M&L for fixing for Tactile design M-25 made of and including 20mm thick concrete tile size-30cmx30cm (same as existing straight direction and stop direction) complete all as specified and as directed by Engineer-in-Charge.

NOTE - ALL DEBRIS AND UNSERVICABLE ITEMS SHALL BE REMOVED OUT SIDE OF NWM COMPLEX AND QUOTED RATE SHALL INCLUDE THIS PROVISION

GEETANSHI SERVICES