REPAIR TO BACKWASH AND SLUDGE WATER DRAIN INTERLOCKING PATH/CULVERT AT BML UNDER AGE B/R-I PATIALA

Amount

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

Excavation in trenches not exc 1.5 mtr wide and not exceeding 1.5mtr depth for foundation in soft/loose soil & getting out complete all as specified and as directed.

M&L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and as directed.

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

M & L for reinforced concrete pipes of 300 mm dia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.

M & L for Concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete after they are laid and tested, in Cement concrete 1:4:8 type D2 for Pipes 300 mm dia class NP3 complete all as specified and directed by Engr-in-charge

M&L for hardcore of guage exc 63mm but n.exc. 100 mm (broken stone boulder) deposited, spread and levelled in layers n.exc. 15cm thick, watered and rolled / rammed to a true surface complete all as specified and as directed by Engr-in-Charge.

M&L for 75 mm thick PCC type C-2, (1:3:6) using 40mm graded stone agrregate as in sub base of floors etc complete all as specified and directed by Engr-in-Charge.

S&F for machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80mm thickness M-40 grade over and including 25mm thick sand cushion complete all as specified and as directed by Engr-in-Charge.

M&L for PCC 1:2:4 type B-0 (using 12.5 graded stone aggregate) as in precast kerb stone jointed with CM 1:4 , rounded or chamfered on edges complete all as specified and as directed by Engr-in-Charge.

M&L for PCC in lintels upto 1.5 m clear span, cills, steps; seismic & other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed type B1 (1:2:4) using 20 mm graded aggregate complete all as specified and as directed by Engr-in-Charge.

PCC 1:4:8, type D-2 using 40mm graded stone aggregate, as in foundation or sub base etc. complete all as specified and directed.

M & L for PCC with type B-0. 1:2:4 (12.5mm graded aggregate) 40 mm thick as in flooring and finishing the floor even and smooth without using extra cement complete all as specified and as directed.

M & L for Screed Bed or Bedding Layer 15mm thick in Cement Mortar 1:6 for laying Floor Finishes/Tiles, complete all as specified and as directed.

M & L rubber moulded coloured chequered tiles 30 cmx30 cm x22 mm thick with grey cement and pigment , set jointed and pointed in neat cement slurry as in floor complete all as specified and as directed.

Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified and as directed.

Demolition of cement concrete un -reinforced in ground floors and pavings n.exc 15cm thickness complete all as specified and as directed.

M & L PCC 1:2:4, type B-2 using 40mm graded stone aggregate, as Cement concrete in surface channels and drains etc. complete all as specified and directed.

M&L for brick work in CM 1:4 with sub class 'B' bricks staight or curved on plan to any raidusin half brick thick wall builtin complete all as specified and directed

M&L for brick work in cement mortar (1:6) using sub class 'B' bricks staight or curved on plan exc 6.0 m mean raidus complete all as specified and directed

M&L for brick work in cement mortar (1:6) using old bricks staight or curved on plan exc 6.0 m mean raidus complete all as specified and directed

M&L for Raking out joints or pointing from brick work or brick tiles, laid flat, in floors, surface channels, roofs, etc. complete all as specified and directed.

M&L using CM 1:3 Flush pointing to brick walls complete all as specified and directed.

Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for Laid, bedded & pointed in any mortar, complete all as specified and directed.

M & L for flat formwork for rough finished surfaces of concrete to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engineer-in-Charge.

M & L for reinforced cement concrete (nominal mix) Type B1 1:2:4 (20 mm graded aggregate) in beams, cantilevers, slabs, lintels over 1.5m span fairly finished smooth complete all as specified and directed by Engineer-in-Charge.

M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Surface dressing/cleaning of vertical side and berms of drain by trimming of surfaces and removing all vegitation bushes/small trees n . Exc 30 cm girth and removing to a distance not exc 50 metres and deposited where directed by Engineer-in-Charge

Cleaning of drains by removing silt, taking out brick bat, pebbles, muds, clay sludge etc from the bottom of drain and culvert bed and removing to a distance n. exc 50 m and deposited where directed.

M&L for reinforced concrete pipes of 600 mm dia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.

M/s Harmans

Buttar Construction Co.

AR CONSTRUCTIONS

M/S Mukesh Kumar Gupta

Arneja Builders

KG BUILDERS