Construction of 1.5 m Span Slab Culvert in Village Kohla Road ID-6194 Relaying of existing CCB on Jagsi to Matand Road Road ID-6187 of Baroda Constituency in Sonepat Distt

Amount

Dismantling of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS)

Providing and laying 225 mm thick granular sub base consisting of drainage-cum-filter layer confirming to Table 400.1 Grading - VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.

Relaying old CC blocks over 25 mm thick fine sand including transportation from road side where stacked excluding cost of CC blocks and complete in all respect as per specifications (NS

Manufacturing, supplying and laying of precast cement concrete rectangular block (0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 320 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position on end edging of interlocking paver blocks on both sides.

Earth work in excavation in foundations, trenches, etc. in all kind of soil, not exceeding 2 metre depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonary, in 15 cm layers with campactino, including disposal of all surplus soil, as directed within a lead of 39 metres (HSR 6.6)

Centring and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. (HSR 9.5)

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth (HSR 10.41)

Cement concrete 1 : 1 ½ : 3 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.42)

Design mix cement concrete of grade M-10 with minimum cement contents 220 kg/cum in foundation and plinth (HSR 10.63)

Design mix cement concrete of grade M-15 with minimum cement contents 240 kg/cum in foundation and plinth (HSR 10.64)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement centring and shuttering in foundation and plinth (HSR 10.79 + 10.95a).

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with Horizontal, excluding steel reinforcement but including centering and shuttering, laid in position complete in all respect extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4. (HSR 10.82 + 10.95 (a)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.86 + 10.95a)

First class brick work laid in cement sand mortar 1:3 in foundation and plinth (HSR 11.5)

First class brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level. (HSR 11.10)

Cement pointing 1:2 deep variety on brick tile work (HSR 15.60)

6 mm thick cement plaster 1:3 with floating coat or neat cement 1.5 mm thick and one coat of white washing on bearing of R.C.C slab (HSR 15.83)

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storey’s / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestos 5 percent and sand 55 percent), 12mm wide (HSR 24.34) Note:- i) In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. ii) In case of any difference in the unit of any non-schedule items depicted in this DNIT and the conventional unit of that N.S. item as per prectice in this department, the conventional unit as per practice shall be applicable.

The Jai Baba Ganga Dass Co Op LC Society Ltd