Rahania-Dobala-Ranigadia Package No-OR-04199_Road_WBM Gr-III,PMC ,seal coatr with 3nos CD repairs_0.300 to 0.650 1.100 to 1.250 At 0.370 km, 0.520km 0.740km

Earth work in excavation of foundation in hard soil with all lead and lifts including rough dressing breaking clods & leveling bed and lifts including rough dressing breaking clods & leveling bed and depositing the excavating materilas away from the worki

Providing and filling manually with the approved quality of sand in layers not exceeding 150mm thick including all labours, witering etc, required for the work including cost, conveyance, royality and taxes for finished item of works.

Cement Concrete (1:3:6) in foundation and plinth using 40mm size HBG metal including cost, conveyance, royalty and taxes etc. complete with shoring dewatering etc. complete.

Construction of un-reinforced, and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene 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 finished in continuous 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

Flank dressing to proper camber etc.complete

Providing ,scraping , cleaning the road surface ,applying tack coat using 3.0 kg of bitumenfor 10 Sqm & laying37.5mm thick built up spray grouting in one layer using 0.45 Cum of 25mm to 40 mm size hard granite metal & 12.0 kg penetratation grade of bitumen for 10Sqm in each layer with0.12cum of 12mmsize hard granite chips as key stone for 10 Sqmspreading over & laying including heating , pouring & spreading over & spreading bitumen ,metal ,chips & rolling with PRR including hire & running charges of PRR & all other machinaries Including running and hire charges of P.R.R as per direction of E.I.C (Data for 5889 Sqm)

Providing and applying tack coat with penetration grade of bitumen emulsion using bitumen pressure distributor including all cost, carriage, royality, taxes of materials etc.

Providing and laying 20 mm thick premix carpet using 0.18 cum of 13.2 mm and 0.09 cum of 11.2 mm size chips with 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and rolling with PRR including hire and running charges of PRR, tar boiler and other T&P articles including all cost, carriage, royality of chips and bitumen etc.(Without H.M.plant)

Providing and laying 6 mm thick precoated seal coat Type- B using 0.06 cum of 6 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.(With H.M.plant)