Public Works Department Tender

Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508

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 cementconcrete 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),c/s fine 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,wedge,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 conctrete slabs for 14-days,curing compound(when specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Earthwork embankment in patari with ordinary soil including 1.50M lift and 30M lead and i/c all labour, royalty T&P etc in required slop for proper completion of work as per direction of E/I.

Excavation in foundation in soil mixed with moorum/kanker/B.C soil etc. requiring the use of special T&P such as pickaxe, subbals etc. including lift up to 1.50 M and lead up to 30 M complete as per direction of E/I. and as per S.I. No. 252

P.C.C with cement, coarse sand and 40 mm gauge stone ballast in the proportion of 1:3:6 respectively in foundation & plinth including cost of material, labour, T&P etc. required for proper completion of the work

C.R. with cement and coarse sand mortar in the proportion of 1:4 respectively in foundation & plinth including cost of all material, labour, T&P etc. required for proper completion of the work.

Supplying, laying, jointing and fixing of 350 mm dia NP3 class hume pipe with collar including its cost and carriage upto site etc complete as per direction of E/I.

15 MM thick plaster with cement and fine sand mortar in the proportion of 1:4 respectively including all material, labour, T&P etc. complete as per direction of E/I.