Cleaning / repair of sewage lines and drains in area A3 of AGE B/R-I under GE (West) Jalandhar Cantt

Amount

Taking out liquid/solid content from sump/septic tank and sewage lines either manually or by pumping cleaning thoroughly including disposal of liquid/solid content out of the Cantt Area and covering with layer of earth complete all as specified and directed by Engr–in-Charge (Note:- Bamboos will be used for prodding/desludging purpose stirctly, else pumping machine if necessary and not through any other means )

Provn of labour for opening cover of manhole / gully trap, floor trap / WHB / WC up to 1st manhole of any type and any mouth depth removing the sludge / solid content from the manholes / gully trap by manual / mechanical method, Contractor shall depolyminimum( 04) Safaiwalas for this Area to carry out daily complaints and other works and cleaning the sewage line up to 1st manhole any dia and depth either by water pressure, flushing with water or rodding and other suitable means at the discretion of the contractor at his own arrangement so as to remove the blokage and making the sewer lines and manholes /gully trap fully functional to the entire satisfaction of Engineer - in - charge and removing the sludge/ solid contents out side defence land repositioning of the RCC / CI cover slabgrating all asdirected by Engineer - in -charge of area of as under (a) Approximate length of 150mm bore pipe-4000RM (b) Approximate length of 250 mm bore pipe-2500 RM

Excavating in trenches not exc 1.5 m wide and not exc 1.5m in depth as in soft/loose soils.

Excavating in trenches exc 1.5 m wide and not exc3.0 m in depth as in soft/loose soils.

Returning filling in including, spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soils.

Removing excavated material (Soils) exc 50 m but not exceeding 100m & depositing where directed at level not exc. 1.5 M above the starting point .

Demolition and breaking up drain pipes (salt glazed ware, AC or Reinforced) set in cement mortar all as spd and directed (a ) 100mm bore

(b) 150 mm bore

(c) 200 mm bore

(d) 300 mm bore

M &L for 100mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as spd and directed

M &L for 150mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as spd and directed

M &L for 200mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as spd and directed

M &L for 300 mm bore reinforced concrete drain pipe NP-2 laid in trenches and jointed with collers in CM 1:1 and tested complete all as spd and directed

M&L for concrete bed for 100mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M&L for concrete bed for 150mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M&L for concrete bed for 200mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M&L for concrete bed for 300mm in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Cutting into existing manholes for connecting new drains making good to open and rendering, cutting out existing benching for and forming branch channel 1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1,smooth finished and reforming benching

M&L for PCC 1:2:4 type B-1(using 20 mm graded stone aggregate) as in channels/benching of manhole, drain,laid to shape and slope and surfaces finished even and smooth using extra cement, complete including all form work etc all as specified and directed.

Dismantling of cast iron 100 mm/75 mm dia drain pipes (salt glazed ware, AC or Reinforced ,cast iron) set in cement mortar all as spd and directed

S&F 100 mm bore cast iron soil waste and vents pipes single socketed in any length with rubber ring joints, fixed to walls.

S&F 75 mm bore cast iron soil waste and vents pipes single socketed in any length with rubber ring joints, fixed to walls.

S&F 100 mm bore cat iron bends of any radius complete as specified.

M&L RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast RCC manhole / septic tanks ,drain,covers including all form work and setting in CM 1:4 all as specified and shown on drgs.

M&L mild steel deformed bars 8mm dia and over cut to length bent to shape required including cranking bending and binding with and including mild steel wire annealed not less than 0.9 mm dia or securing with clips confomring to Gd I IS-432

Taking down cement or cement lime plaster any description on brick walls etc. including racking out joints hacking for keys scrubbing down with water.

Demolition of brick work built in cement mortar including all quoins, arches, pillar etc, but excluding ashlar facings complete all as specified and directed by Engr-in-Charge.

Material and labour for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius with old size bricks built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge

M & L for Brickwork with subclass `B' bricks, straight or curved in any radius in half brick thick walls built in cement mortar 1: 4

M&L rendering 15 mm thick in CM 1:4 on brick work (other than fair faces)including finishing the surface fair and even without using extra cement.

M & L for preparation of newly plastered surface of walls and applying two coats of cement base paint over a coat of chalk whiting primer complete all as specified and as directed by Engr-in-Charge.

Material and labour for cement concrete 1:2:4 Type B-1using 20 mm graded stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete in ground floors and pavings not exc 15 cm thick below or above ground level.

M&L Cement conncrete 1:4:8 type D2 using(40mm graded stone aggr ) as in foundation filling complete all as specified and directed.

M&L 40mm thick cement concrete type B-1, 1:2:4, (20mm graded stone aggregate) as in floor finishes or as in padding etc..

M & L chequered cement concrete tiles 30cmx 30cm x 25mm with grey cement and pigment set, jointed and pointed in neat cement slurry in floors including 15mm thick screed bed in CM 1:6,complete all as specified

M & L Sand filling under floors or in foundations including watering and consolidation.

M&L for machine pressed precast concrete interlocking paver block with Gery cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade.

NATIONAL BUILDERS

M/s gurdial singh and co

G S TRADERS

B.P CONSTRUCTION CO

M/s GURFATEH BUILDERS