Rural Engineering Department Tender

Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501

Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m. Sl.No. 2.8.1

Providing and 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 (zone !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources )Sl.No. 4.1.8

Brick work with common brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per Sl.No. 6.1.1

Cement Plaster ( In Coarse sand ) 12 mm thick plaster of mix: 1:4 (1cement:4 coarse sand ) Sl. No. 13.4.1

Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 ( 1 cement:2 coarse sand ( zone- !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) Sl. No. 4.1.3

construction of Embankment with aproved Material deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5

S/F of sign board

( Rates in BOQ are exclusive of G.S.T. Amount )