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 VG-10 Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat type C As per technical Specifications clause 508 and also including providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 including all type of taxes, cess, tolls octroi etc, but excluding GST and as per direction of Engineer-in-Charge

Providing and laying seal coat by manual means withVG-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 . including all type of taxes, cess, tolls octroi etc, but excluding GST and as per direction of Engineer-in-Charge.

Construciton of un-reinforced dowel jointed at expansion 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 (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 specification clause 1501 including cost of Polythene sheet and also including complete shifting of materials & Concrete etc. including all type of taxes, cess, tolls octroi etc, but excluding GST and excluding dowel bars as per direction of Engineer-in-Charge.