Public Works Department Tender

Providing and laying seal coat by manual means with VG-10 Grade 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 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. (bitumen issued departmentaly) including loading, unloading and cartage upto site as per Schedule C attached)

Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per design over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 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 frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the framework as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 but including cost of polythene sheet but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

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 foundaiton trenches. (SI. No. 251) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Concrete with 4cm Gauge stone ballast coarse sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors (SI. No. 281) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. Binding wire of supplied by the contractor free of cost including making of drip coarse. (SI No. 283) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Mild steel or TMT Bars(Fe-500D grade or higher) or HYSD Bars or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel. (SI No. 504) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Bricks (S.O.B) on edge pavement on patries laid and dry, joints filled with local sand including preparation of base to proper slope & its ramming. Spreading layer of 1 cm (3/8") depth of local sand over the sub-grade and including supply of all materials labour and T&P etc. required for proper completion of the work but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter(20") depth and earth work in embankment to be in 20 cm. (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M(5ft.) lifts and 30M (100ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M(100ft.) distance as directed by the Engineer-in-charge. but for lead upto 1.00 Km (SI. No. 253A Ch-4) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.