Panchayati Raj Department Tender

(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.

providing and appling of primer Coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraing primer at the rate of 0.70kg/sqm using mechanical means as per MORD specification clause 502

providing and appling of Tack Coat with bitumin V.G-10 using emulsion pressure distrbutor at the rate of 0.35-0.45 kg/sqm on the primed surface of granular base treated with primer and cleaned with hydroulic broom.

providing and laying and rolling or open graded premix carpet of 20 mm thick composed 13.2 mm to 5.6 mm agg. Either using penetration grade bitumin/ CRMB on emulsion @1.46 kg per sqm to required line , grade and level to serve as wearing course on a previously base by manual MORD specification. 508

providing and laying of Seal Coat by manual means with 80/100 Grade Bitumin sealing the voids in bituminous surface laid to the specified levels ,grade and coarse fall using type C as per tech spec. CI 510.

constructionof embankment with approved material obtained from barrow pits with a lift up to 1.5m transporting to site spreading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead 1000m as per technical specification clause 301.5

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.

Laying of NP3 hume pipe (350mm Dia)

Providing & Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. the finished surface to the level, uniform and free from streaks and holes.

S/F of sign board and photography