Upliftment of area near CRC CHP and garden near CRC Stadium of RSA CHA.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

Supplying and filling in plinth with sand 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 up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand).

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., includingwelding, 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.).

Providing, hcisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and planting of good quality ornamental flower/Non flower plant like ERIKA OALM/Royal Palm/Velvet Palm (Foxtail Palm/Phoenix Palm or required ornamental plant.(Average Height 15') of as regd instruction of E/I.

Providing and Grassing with good quality Diamond/Macasagan grass with grass turf including watering maintenance of the lawn for 30 days or more till the grass from a thick lawn,free from weeds and fit for moving including supplying of required good quality earth & manures etc completed instruction of E/I.

Sypplying and stacking of good earth at site including royalty and cariage complete (earth measured in stacks will be reduced by 20 % for payment).

Supplying and stacking at site dump manure fom approved source.Including carriage complete (manure measured in stacks will be reduced by 8% for payment).(a) Screened through sieve if I.S Designation 4.75 mm.

Mixing earth and sludge or manure in the required proportion specified or directly by the officer in charge.

Spreading of sludge dump manure and / Or good earh in required thickness as per direction of officer in charge.

Providing and fixing natural stone elevation tiles in different sizes ( thick to be specified by manufacture ) and approved make in required colour and shades and shap in dados skirting, rises of step over 12mm thick bed of CM 1:3 (1 cement : 3 coarse sand) including grounting the joint with cement and matching pigments etc. complete as per instruction of Engineer In-charge.

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)

Total impact of GST for the purpose of CTC

Surendranath Singh