Construction of Boundary Wall, Construction of One Guard Room and Construction of Two Watch Towar, Milatary Area Mubarakpur Bhopal

Construction of Boundary Wall, Construction of One Guard Room and Construction of Two Watch Towar, Milatary Area Mubarakpur Bhopal 3rd Call P.A.C.399.86 Lakh,as per Building SOR wef 01-01-2024 Schedule Attached Complition period 240 Days

Schedule for Construction of Boundary Wall ,Construction of One Guard Room & Construction of Two WatchTower, Milatary Area Mubarakpur , Bhopal (M.P.)

PACin Lakhs

Discription

Upto plinth: Foundations, footings, bases forcolumns, plinth beams, curtain walls, columnsbelow plinth.

Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means)

M-20 Grade Concrete

5.92 Walls (any thickness) in cluding attached pilasters butter esses , plinth beams and string courses etc.

5.9.6 Above plinth: Columns, pillars, posts and struts.

5.9.5 Lintels, beams, girders, bressumers and cantilevers

5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of C.E./S.E. in case of B & R works .

Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 @65kg/cum

Cement mortar 1:4 (1 cement : 4 sand)

13.2.1 1:4 (1 cement : 4 sand)

Total

15 mm nominal outer dia.Pipes.

20 mm nominal outer dia.Pipes.

25 mm nominal outer dia.Pipes.

110 mm diameter OD (min. wall thickness 3.2mm)

160 mm diameter OD (min. wall thickness 4.0mm)

200 mm diameter OD (min. wall thickness 4.9mm)

110 mm diameter PVC. Pipe

160 mm diameter PVC. Pipe

200 mm diameter PVC. Pipe

With well burnt bricks

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer- in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately).

Total

SAY(Rs)Lakhs

SUB ENGINEER

steel

column above PL

PLINTH BEAM

FOOTING