Construction work of Interlocking from Dushyant son Rohtash house to Ramchandra plot in Agraula.

Dismantling of old interlocking including stacking of old interlockng tile SI NO17.17 NEW Item

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.5M. In depth and earth work in embankment to be in 20 cm.layers including ramming and dressing the surface to required levels and slopes and also including 1.5M lift and 30M lead.The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as directed by the Engineer incharge, exceeding Royallity,Where applicable for small work or abadi area SI NO 253(a)+231(a) cartage 4 th km

Constructionof granular sub base by providing well graded material R.B.M/G.S.B Spreading in uniform layers with moter grader on prepared surface mix in place mathod with Rotavater at OMC at compecting with smooth wheeled Roller to achieve the desired density including cost of material. New item 20.35

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203

Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204

supply and laying 80 mm thick grey color precast cement concrete I shapped inter-locking paver blocks ISI mark to IS 15658-2006 with dimension 200x(160+120)mm of rubber mould through vibro compressive mechanism. The compressive strength of block not be less then 30 MPA and weight 4.5 kg per no. with a blanket layer of 3 cm thick fine sand etc.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R C C 1:1.5:3

Supply; fitting , and placing HYSD bar reinforcement (Fe-550) in Foundation and MS bars reinforcement (Fe-415) substructure complete as per drawing and technical specfications Clauses1002, 1005, 1010 and 1202. Reference to MORD Specfications 1000 SI No. 12.8 Unit= T

Supply and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. only labour rate for old interlocking tile

Supply and fixing of M.S sign board.of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete.approved rate as per S.E.R.E.D. Meerut.

Deduction-5% for Competitive Price Efficiency

Add GST 18% Rs

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