Construction of side drain on link road Chandi Mandir to Jallah road in Panchkula Distt. (Road ID 2822)

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters.(HSR 6.6)

Dismantling Concrete reinforced cement concrete with cleaning and straightening and cutting of bars if required complete (HSR.8.6 e)

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth.(HSR 10.39)

Cement Concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth. (HSR.10.40)

Cement concrete 1:1 ½:3 with stone aggregate 20mm nominal size for reinforced concrete work for slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects 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 + 10.95a)

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 centring and shuttering, laid in position complete in all respects extra over item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used. Instead of 1:2:4. [HSR. 10.86 + 10.95 (a)

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete in all respect. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.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). (NS).

Note:- 1. In case of any difference in the unit & nomenclature of any of the HSR/DSR Items of Civil & P.H. work depicted in this DNIT and that given in HSR/DSR, the unit and nomenclature given in HSR/DSR shall be applicable. Notes:- 1. The item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed to be covered by the other rates and prices in the Bill of Quantities (Refer: ITB Clause 13.2 and Part I General Condition of Contract 39.3). 2. Unit rates and prices shall be quoted by the bidder in Indian rupees [ITB Clause 14.1].

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