Construction work for the road and drainage system in Ward No. 02, Pansariyan from Ahsan to Murshleen.

Dismantlling of R.C.C ramp including stacking of materials as directed be the engineer-in-charge within a distance of 60 meter (200 feet) all comp. the work etc.

Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter tiles including all comp.the work.

Deduct the cost of old bricks

Ded the cost of old bricks/batts

Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all complete as per the direction of engineer in charge.

Disposal of earth up to 8.00 Km from site including etc. all complete work.

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc, required for proper completion of the work.

Cast Cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:2:4 excluding its fixing and binding the same with 24 B. W. G.G.I., binding wire, moulds, all materials labour, Tools & Plants etc. required for proper completion of the work. The rate excludes making of drip course which shall be paid extra.

Supply & Laying, spreading and compacting 53 mm to 22.4 mm size stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:12:3) coarse and fine aggregates 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 weight batcher using approved mix design, laid in approved fixed side form work (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 as per norms, appiying debonding sirips primer, sealani, dowel bars, 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 har and also including complete shifting of matrials & Concrete etc.