Construction of Boundary wall at Sub Divisional Civil Court Birpur Distt. Supaul.

Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m. All kinds of soil

Fillingavailableexcavatedearth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc., for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Columns, Pillars, Piers, Abutments, Post and struts

Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick.

Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

TMTC-500- 8mm dia .

TMTC-500-10 mm dia.

TMTC-500-12 mm dia.

TMT FE-500-16 mm dia.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.All work upto plinth level

All work upto plinth level

All work from plinth level upto floor V level.

Brick work with fly ash bricks as per IS 12894 (2002) & IS 3495 in superstructure .Cement mortar 1 : 6(1 cement : 4 coarse sand)

Brickworkwithflyashbricks as per IS 12894 2002)&IS3495in foundations and plinth in :

Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with18mm thick stone slab over 20mm (avearage) thick base of cement mortar 1:4 (1cement : 4coarsesand) laid and jointed with cement slurry and pointingwithwhite cement slurry admixedwith pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc

Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete.

Labour for fitting and fixing barbed wire fencing in six rows horizontal up to a height of 1.85m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete, angle, iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/l.

Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l.

Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l.

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 2.4 m or 3.00 m 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 of M.S. angle, C.C. blocks shall be paid separately)

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I.

Cement plaster in course sand .12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix. 1:4 (1 cement : 6 coarse sand)

Finishingwallswithwaterproofingcement paintof approvedbrand and manufacture and of required shade to give an even shade.New work (three or more coats) with cement primer

Painting with readymixed paint over a coat of primer on new steel work

Providing and applying white cement based putty of average thickness 2mm, of approved brand andmanufacturer, over the plasteredwall surface to prepare the surface even and smooth complete

RBT reinforced barbed wire ((Basic Rate 7.00 + 15% C.P. & over head)+Cost factor 14.05% + (1% L.S.) = 9.27/M))

Providing Welder

Providing Helper

S/F/F 300mm Height metal letter for naming all complete jobs.