Notice of Inviting etender For Rennovation and Reconstruction of CC Road at Warehouse Pipli and Jind HARYANA

4.4.1 - Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

3.1.18 - Shifting of malba

4.7.1.1 - Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge:

6.1.1 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

5.23.1 - Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent design mix)

17.45 - Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications.

6.30.16.1 - Edges of slabs

26.2 - Supply and filling Good earth

10.100.2 - Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.