CLEANING / REPAIR OF SEWAGE LINES AND DRAINS IN AREA A1 AND A2 OF AGE B/R-I UNDER GE (W) JALANDHAR CANTT

Amount

Taking out liquid/solid content/ soil/garbage from sump/septic tank and sewage lines either manually or by pumping cleaning thoroughly incl disposal of liquid/solid/soil/garbage content out of the Cantt Area and covering with layer of earth complete all as specified and directed by Engr –in-Charge. (Note: For de-sludging pumping/mechanical machine with closed container will be strictly used 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 size of mouth, any depth removing the sludge / solid content from the manholes / gully trap by manual / mechanical method, Contractor shall deploy minimum 02 ( two) Safaiwalas for this Area to carry out daily complaints and other works and cleaning the sewage line up to 1st manhole and incl all external sewage line in this total area of any dia and any 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 of defence land repositioning of the RCC / CI cover slab,grating all as directed by Engineer - in -charge. (Note:- Bamboos will be stirctly used for rodding purpose, all necessary tools and sefety materials will be provided by the contractor and these all are deemed with this quoted rate).

Excavation in trenches not exc 1.5m wide and not exc 1.5m deep for foundation etc for shafts, wells, cesspits , manholes pier holes, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches not exc 1.5m wide and exc 1.5m deep but not exc 3.0 mtr deep for foundation etc for shafts, wells, cesspits , manholes pier holes, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil as in sattled soil/waste materials from drain and thrown away as directed by Engr in Charge.

Surface excavation exc. 30 cm deep and averaging 25cm deep and getting out soft/loose soil as in sattled soil/waste materials from drain and thrown away as directed by Engr in Charge.

Demolition and breaking up drain pipes 150mm bore (salt glazed ware, AC or Reinforced) set in cement mortar all as spd and directed

Demolition and breaking up drain pipes 200 mm bore (salt glazed ware, AC or Reinforced) set in cement mortar 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 concrete bed for 150mm in PCC 1:4:8 type D-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 inPCC 1:4:8 type D-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(internal dia of pipe 150mm to 225mm 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.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cms in soft /loose soil.

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

Dismantling of 100/75mm dia cast iron/PVC pipe or reinforced concrete drain pipes, jointed in cement motar and taking out of trenches, if required.

S&F PVC (SWR) pipes single socketed in any length with rubber joints fixed in trenches 110 mm bore fixing in repair

S&F PVC (SWR) pipes single socketed in any length with rubber joints fixed to wall 110 mm bore fixing in repair

S&F in replacement PVC (SWR) bend/shoe of any radius for 110mm bore pipes complete all as specified.

S&F in replacement PVC (SWR)PVC (SWR) vent cowl for 110mm bore pipes complete all as specified.

S&F PVC (SWR) pipes single socketed in any length with rubber joints fixed to wall 75 mm bore fixing in repair

S&F in replacement PVC (SWR) bend/shoe of any radius for 75mm bore pipes complete all as specified.

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

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

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.

Demolition of cement concrete in ground floor and paving n.exc 15 cm thick (below or above ground level complete .

Material and labour for cement concrete foundation 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete and under floor as sub base etc, complete

Material and labour for cement concrete 1:3:6 Type C-1(using 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.

M&L for PCC 1:3:6 Type C-1(using 20 mm graded stone aggregate) as in surface channels and drains/benching of manhole, 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.

Demolition of re-inforced Concrete of any description and in any position not otherwise specifically provided for.

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 TMT bars 6 to 8mm dia, 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

Supply and fixing steel fibre RCC manholes covers & frames medium duty circular (as per IS-12592) medium duty for clear opening 450/500mm complete all as specified and as directed by the Engineer-in-Charge.

B.P CONSTRUCTION CO

J S BUILDERS

M/S RAJESH CONSTRUCTION COMPANY