Public Works Department Tender

Providing and laying seal coat 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

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete, thickness as per design, over a preapared subbase, with 43 grade cement or only other type as per clause 1501.2.2 M.30 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weight bactcher 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 leveling 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, admixtyres as approved, curing of concrete slabs for 14-days,

Revenwing pattries 2x1.50 metres wide including dressing surface filling upto 8 cm. depth and making namunas at every 15M. Apart on either side of the road, ture the patries template with side slope 1:2 etc, trenhes for taking the

Earthwork in excavation for structures as per drawing and technical specification clause 305.1

P.C.C. 1:4:8, with brick ballast

R.C.C. 1:2:4, with 20 mm grit over top of walls and drain bed

First Class brick work in 1:3 cement and Coarse Sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work

12mm. Thick plaster with cement mortar in proportion of 1:3 cement & Coarse Sand and T & P etc. required for proper completion of the work