RWD_478/18.06.2024

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. D.S.R 2.8.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). D.S.R 4.1.8

Reinforced Cement Concrete Work 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) All works upto plinth level D.S.R 5.1.2

Reinforced Cement Concrete Work 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) All works above plinth level upto floor V level D.S.R 5.2.2

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 50m & lift upto 1.5m. D.S.R 2.25

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) D.S.R 6.1.2

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars D.S.R 5.22.6

Centring and shuttering for foundations, footings, bases of columns, etc. for mass concrete D.S.R 5.9.1

Lintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R 5.9.5

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R 5.9.6

Centering and shuttering including strutting, propping etc. and removal of form for slab, cantileaver. D.S.R 5.9.3

6 mm cement plaster on rough side of single or half brick wall of mix 1:3 (1 cement : 3 fine sand ) D.S.R 13.16.1

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25mm thick D.S.R. 11.26.1

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) D.S.R 13.44.1

E/W i cutting or in filling in embankment frm private land with compansation MORD 3-4

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material labour and T&P etc. required for proper completion of the work. as pedrawings and technical specifications Clause 802, 803, 1202 & 1203 MISS MORD 2-2

Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. MORD 6-7-1

P/F one sign board/wall painting with letter writing with photography complete in all respects.

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