Public Works Department Tender

Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 (excluding cost of labour cess & GST)

Earth work in embankment in ordinary soil in pattries excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slops and also including 1.50 M lift and 30 M lead. Complete (excluding G.S.T)(si.253a) including all material, labour, taxes but excluding GST

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (SI No 253a) including all material, labour, taxes but excluding GST

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 using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including all material, labour, taxes but excluding GST

Earth work in foundationin in ordinary soil all same as S.O.R item no. 251 (a) including all material, labour, taxes but excluding GST

Cement concrete with 4cm. Gauge stone ballast,coarse sand and cement in 8:4:1 proportion all same as S.O.R item 281. including all material, labour, taxes but excluding GST

R.C.C, work with cement ,approved coarse sand,2cm. Gauge approved stone grit for slab in 1:1.5:3 all same as c.b.n.284 including all material, labour, taxes but excluding GST

M.S,(tor steel or plain ) work such as R.C.C or R.B work including bending for proper shape an ancluding supply of steel & its westage,bend,hooks and authorsed overlapping shall be measured and including cost of bending wire. including all material, labour, taxes but excluding GST