Rural Engineering Department Tender

12mm thik plaster on plain surface of wall with cement mortar consisting of 1 part cement and 4 part aproved coarse sand as per SI. No.584.

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved stone ballast in the proportion 1:2:4 (1Cement: 6 aggregate) in RCC cover SI No 283

Mild steel iron in plain work such as in reinforcement concrete or reinforced brick work wrought to required shape as necessary cutting,bending for proper completion of the work and incliding supply of steel its wastage bend hooks and authorised overlaping shall be measured required to proper completion of work S.I.No.504

Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base, with 43 grade cement or any ofther type as per clause 1501.2.2 m 30 (Grade) , coarse and fine agregates conforming to IS: 383, maximum sixe of coarse aggregates not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thick polythin firm wedges, steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continuos operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days. Curing compound ( where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

S/F of Signboard and photography