Public Works Department Tender

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using grade VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades by manual means As per Technical Specification Clause 508.and including Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. excluding cost of bitumen

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 excluding cost of bitumen including all material, cartage, T & P, labour, labour cess, royalty,sundries & all taxes,

Construciton of un - reinforced dowel jointed at expansion and construction hoint only pain 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 (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing, 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 as per norms, 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 Polythene sheet and dowel bar and also including complete shifting of materials & Concrete etc. including all material, cartage, T & P, labour, labour cess, royalty,sundries & all taxes,

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 301.5 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 including all material, cartage, T & P, labour, labour cess, royalty,sundries & all taxes,