Public Works Department Tender

Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness less then 20 cm 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 aggregate 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 wiegth batcher using approved mix design, laid in approved fixed size form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per draing, spreading the concrete with shovels, rakes compacted using needie, 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, 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 dowel bar and also including complete shifting of materials & Concrete etc. (M-20) (when thikness of CC is less then 20 cm.(without dowel Bar)all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. SI No. New Item No. 9(1) ch. 20

(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and 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. from the foundation trenches. (where machine can not move ) Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. SI No. 251

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. SI No. 281

R.C.C. Work with cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in For Slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24B.W.G.G.I. binding wire and including necessary center in gand shuttering etc. and supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. SI No. 284(a)

M.S.(tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised over lapping shall be measured and including cost of binding wire. all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. SI No. 502 (SAIL Rates)

(a) 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. (Royality removed by Govt.) for small works/ Abadi area. (where machine can not move). All T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST). required for proper completion of work as per direction of Engineer-in-charge. SI No. 253 (a)