Construction of Cement Concrete Footpath from main building to Hostel Building at FTI Wimberlygunj Full work

Amount

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : col for stair, Toe wall, Main Path either side wall, Main Path.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). col for stair, Toe wall, Main Path

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). Wall, MP, Steps.

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns, Fod

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Wall, Breakup, Steps.

Providing and fixing up to floor five level recast cement concrete hollow block, including oisting and setting in position with cement mortar 1:3 (1 cement : 3 oarse sand), cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). R.C.C. Column Foundation

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size. R.C.C. Column, Tie Beam

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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). R.C.C Slab, Stair Flight, Steps, Toe Wall.

Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Column Foundation

Suspended floors, roofs, landings, balconies and access platform. R.C.C Slab, Stair Flight

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

Columns, Pillars, Piers, Abutments, Posts and Struts. Stairs, (excluding landings) except spiral-staircases. Steps, Toe Wall.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. Jali 10mm @ 0.15 c/c, Col 12mm 4 Nos, Stirrups 8mm @15 cm c/c, Tie Beam 12 mm 04 Nos, Stirrups 8mm Q @15 cm c/c, Slab 10 mm @12 cm c/c, Slab 12 mm @12 cm c/c, Stair 12mm @20cm c/c Main, Distribution Bar10 mm @25 cm c/c, Toe Wall Jali 10cm @25cm c/c, Main Rod.12mm@20cm c/c Both side, Distribution Bar10 mm @25 cm c/c.

12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand). Wall, step,stair, slab, stair, step.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Hand Rail 50 mm dia. Post 50 mm dia.

AKASH MONDAL

Shri V R Subramani

DIVYA CONSTRUCTION COOPERATIVE SOCIETY LTD

N R S COMPANY

P VENKET RAMAN