SPECIAL REPAIR OF BOUNDARY WALL PLASTER, BRICK WORK, SPECIAL REPAIR TO SEPTIC TANKS, SOAKAGE WELLS AND SEWAGE LINE AND PROVN OF SINK AND UTENSIL PLATE RACK UNDER AGE BR-V OF GE NORTH BATHINDA AT BATHINDA MIL STN

Amount

SCHEDULE 'A' B/R Works

Excavation over areas, not exceeding 1.5mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 1.5mtr and not exceeding 3mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 3mtr and not exceeding 4.5mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 4.5mtr and not exceeding 6mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for hard core of broken bricks of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Demolition of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.

Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces including mixing of liquid WPC in mortar @ 3% of cement content, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (Note :- Water proofing compound shall be measured & paid separately as Supply only)

Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for precast RCC 1:2:4 type B-1 as in landings, cover slab, chajjas etc., and similar articles with plain faces set in cement mortar 1:6, complete all as specified and as directed by Engineer-in- charge.

Material and labour for PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete, bed block, for embedded fencing posts & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Material and labour for Plain cement concrete (1:2:4) type B-1 as in coping, bed plates and the like including necessary formwork and finishing the surface fair and even without using extra cement, complete all as specified and as directed by Engineer-in-Charge.

Form work to soffits of suspended slabs such as flat roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) rough finished complete all as specified and as directed by Engineer-in- charge.

Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.

Material and labour for cement concrete (1:4:8), type D2 using 40mm graded stone aggregate as in bed of drain pipe of size upto 150mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.

Demolition and breaking up drain pipes SGSW, AC or reinforced concrete pipe upto and including 150 mm bore pipes, complete all as specified and directed by Engineer-in-Charge.

Material and labour for 150mm bore (internal dia) salt glazed stone ware (SGSW) drain pipe, grade ‘A’, laid on concrete bed to required slope in trenches, jointing with packed spun yarn and in cement and sand mortar (1:1) and tested complete all as specified and directed by Engineer-in-Charge. (Note : Excavation, earrh work and concrete bed shall be measured and paid separately under appropriate item of BOQ.)

Material and labour for 100mm bore cast iron soil, waste and vent pipes in any length with or without ears, with cement joints laid in trenches or in floors, complete all as specified and directed by Engineer-in-Charge.

Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Supply & fixing mild steel 16mm dia round bar as in rungs in soak pits and septic tank, complete all as specified and directed by Engineer-in-Charge.

Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.

M/s Kamal Constructions

M/s PANKAJ KUMAR

RAKESH KUMAR GARG & CO.

M/S BHAGWATI CONSTRUCTION COMPANY

M/s Verma Construction Company

SHARDA ENTERPRIES

LM CONSTRUCTIONS