REPAIR TO PATH CULVERT HARDSTANDING AND CONNECTED WORKS IN THE AOR OF AGE BR II UNDER GE I KANPUR

Amount

Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concretebut excluding ashlar facings, dressed stonework and precast concrete articles.

M & L PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation or mass concrete ,sub base of floor all as specified and directed.

M&L for PCC type B-1 (1:2:4) using 20 mm graded stone aggregate as in surface channel and drain all as specified and directed.

M&L EXTRA for forming fair finished channel 30 cm inner girth in cement concrete using extra cement including moulds mitred stopped ends etc complete all as specified and directed.

M&L for brick work with flyash bricks straight or curved on plan exc 6.0 m mean radius built in CM (1:4) complete all as specified and directed by Engineer-in-Charge..

All as per item No 5 above but except bricks and using bricks obtained from demolition of brick work against item no 01 above complete all as specified and directed by the Engineer-in-charge. Note: Serviceable bricks retrievd from serial item no 01 herein before shall be reused after proper cleaning.

M&L 15mm thick rendering on fair faces of brick wall in CM 1:4 finished even & fair on fair faces of brick work complete all as specified and directed.

M&L for plain cement concrete 1:2:4, type B-0 using 12.5 mm graded stone aggregate as in copings, including necessary formwork all as specified and directed.

Excavating in trenches, n. exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shafts, wells, cesspits manholes pier holes etc n. exc 10 Sqm on plan and n exc 1.5m in depth and getting outin soft/loose soil

Removal of excavated/demolished material exc 50m but n.exc 250m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed.

M&L Reinforced concrete pipes, 450mm dia bore class NP3, laid and jointed in CM 1:2 complete with collars all specified and directed.

Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exc 25cm thick complete all as specified.

M&L for preparation of newly plastered surfaces of wall and applying three coat of white wash complete all as specified and directed.

M&L 150 mm thick PCC (1:2:4) type B-1, (using 20 mm graded stone aggregate) as in hardstanding/location of culvert complete all as specified and directed.

M&L for Precast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slab for drain including form work complete all as specified and directed.

M & L for mild steel TMT bars 10mm dia and over deformed bars cut to length bent to shape as required including cranking bending with MS steel wire not less than 0.9 mm dia all as specified and directed.

Demolition of cement concrete (un-reinforced ) including floor tiles as in ground floors and paving n. exc. 15 cm thick below or above ground floor complete all as specified and as directed by Engr-in-Charge

M&L for 25 mm thick PCC Type B0 1:2:4 (12.5 mm graded stone aggregate) as in leveling /sub base of flooring complete all as specified and as directed by Engr-in-Charge .

M&L for 40 mm thick PCC Type B-1 1:2:4 (20 mm graded aggregate) as in flooring complete all as specified and as directed by Engr-in-Charge .

M&L 100 mm thick PCC (1:2:4) type B-1, (using 20 mm graded stone aggregate) as in hardstanding/path and finishing the surface even and smooth without using extra cement complete all as specified and directed.

Supply only 3mm thick 38mm wide glass dividing strips, inserted in position conform to design

M&L for chequred cement concrete tiles 25cmx25cmx25mm thick set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over and including 15 mm thick screed bed in CM 1:4 complete all as specified and directed by Engineer-in-charge.

M&L Machine pressed precast concrete inter locking paver block of any size shape 80 mm thick with grey cement and pigment confirming to IS 15658 -2006 M-40 grade over and including 40 mm thick sand cushion all as specified and directed

M & L for cement concrete ( 1:2:4 ) type B-0 using 12.50 mm graded stone aggregate as in edging portion of paver block for proper matching with existing surface complete all as specified and direcetd

M&L for precast cement concrete block 1:2:4 type B-1 using 20 mm graded stone aggregate of any size for edging of interlocking /paver blocks exc 10 cm in width and setting in CM 1:6 complete all as specified and directed

Dismantling stone slabs (interlocking paver block) and tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed complete all as specified and directed

star enterprises

murty construction company

JOG CONSTRUCTION

Khushi Muskan Engineer & Developer

Allied Builders And Engineers

ARORA BROTHERS

PRATAPGARH CONSTRUCTION CO.

Khalil Ahmed and Sons