A. Construction of Boundary Wall for a length of 878.85 Rm at IT SEZ Campus, Mantripukhri and B. Land Development for the undeveloped area of IT SEZ Campus, Mantripukhri

Amount

COMPOUND FENCING WITH GATE

Demolition below G.L. upto 1 m.depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.

Demolition above G.L. upto floor two level including disposal of unserviceable materials with 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.

Demolition of brick work below G.L. upto 1 m depth including stacking of serviceable materials within 50 m lead and disposal of unserviceable materials within 50 m lead

Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.

Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 m lead (frame work to be measured and paid separately).

Earthwork in excavation foundation trenches or drains including dressing of sides and ramming of bottoms and including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. (a) Lift upto 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm.in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.

Providing and laying cement concrete works in foundation and plinth excluding the cost of centering & shuttering in (a) C.C. 1:5:10 (1 cement :5 Kanhaighat Coarse sand :10 graded stone aggrt. 40mm nominal size).

Providing Cast -in-situ reinforced cement concrete under reamed piles of 1:1:2(1cem:1c/sand : 2gr.st.aggrt 20 mm n/size) of 30 cm bore dia and of length 6.35 m from existing G.L i/c reinforcement complete as per drawing and technical specifications

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a)1:1.5:3 (1 cement :1.5 Kanhaighat Coarse sand:3 graded stone aggregate 20 mm nominal size.)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :(a)1:1.5:3 (1 cement :1.5 Kanhaighat Coarse sand:3 graded stone aggregate 20 mm nominal size.)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 Kanaighat coarse sand:3 graded stone aggregate 20 mm nominal size.)

Steel reinforcement for R.C.C. work including straightening, cutting, bending , placing in position and binding all complete.(a) Mild steel and Medium Tensile steel bars.

(b) Thermo-Mechanically Treated bars.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete.

(b) Columns, pillars, posts and struts (square, rectangular or polygon in plan

(c) Sides and soffits of beams, beam haunchings, cantilivers, girders, bressumers and lintels not exceeding 1m in depth.

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement : 4 Kanhaighat Coarse sand)

Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 Kanaighat coarse sand) in superstructure.(i) Above plinth level upto 1st floor level.

Providing & fixing Steel Grill by using 25x25 mm Square section as main bars horizontally and vertically with arrow of decorative type (Cast Iron) readily available at Market i/c painting,Priming etc. complete as per direction of Engineer-in-Charge (conforming to Architectural drawing No. MPHC/A-C6).

Providing & fixing Steel Grill by using 50x50 mm Square section as main bars horizontally and vertically, Square section 40x40 mm as rail bars ,35x35mm Square section as style bars, connecting bars Square section 16x16 mm to arrow of decorative type (Cast Iron) readily available at Market i/c painting,Priming etc. complete as per direction of Engineer-in-Charge (conforming to Architectural drawing No. MPHC/A-C6).

12mm cement plaster 1:4 (1 cement : 4 Kanaighat coarse sand).

15mm cement plaster 1:4 (1 cement : 4 Kanhaighat Coarse sand).

Applying ready mixed priming coat (genuine red lead of appd. Quality) on steel work.

Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.

Applying one coat of cement primer of approved quality on wall surface.

Finishing wall weather shield paint of approved quality on new work (three or more coats) to give an even shade.

LAND DEVELOPMENT

Banking excavated earth in layer not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up in embankment for roads marginal banks flood banks and guide bank lead upto 50 m and lift upto 1.5 metre (i) Hard/Dense soil.

Andy Pamei

Laishram Lalitkumar Singh