Panchayati Raj Department Tender

12mm thick plaster on plain surface of wall with cement mortar consising of I part cement and 4 part of approved coarse sand . As per Analysis

R.C.C work with cement approved coarse sand and 2 cm. Gauge approved dalla grit proportion of 1:2:4 in Cover as per analysis

Mild steel or iron inplan work as in reinforced concrete or reinforce brick work wrought to required shape as necessary cutting ,bending for proper completion of the work and including supply of all steel its wastage bend hooks and authourise overlaping shall be measured required to proper completion of the work as per analysis

Providing concrete for plain/reinforced concrete 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203( P.C.C. grade M 20 )

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

(WBM.GRADE 3) providing and laying and spreading and complteing stone aggregates of specific size to water bound mecadam speci. Inc. spreading in uniform thickness hand packing, rolling with there wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening/ binding materils to fill up the interstices of coarse aggregates 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 pavment, thickness asper design ,over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) , coarse and fine aggregates conforming to IS:383, maximum size 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 film wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle ,screed and plate vibrators and finshed in continous 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 sign board and photography