Public Works Department Tender

Providing and laying seal coat by manual means with VG-10 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

Construction 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 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,

Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I.

Excavatiopn in foundation in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches.

Plain Cement Concrete (1:3:6).

Plain Cement Concrete (1:2:4).

First class bricks work in 1:4 in cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.

12 mm thick plaster with cement mortar in proportion of 1:3 cement and fine sand of 1.25 F.M.