Construction of Brick Masonry side drain on KKSK road to Pundrak Road ID 7372 in Karnal District

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2metres 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 metres.(HSR 6.6)

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

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

Cement concrete 1:1-1/2:3 with stone metal aggregate 20mm nominal size for RCC work complete (HSR 10.82+10.95 a)

First class brick laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

12 mm thick cement plaster 1:4 (HSR 15.5)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for R.C.C. works, where not included in the complete rate of R.C.C. including straightening, bending, binding Wastage, overlaps, coupling, welded joints space bars, chairs, stay, hangers and annealed steel wire etc. and placing in position complete in all respect for all height/depths/storeys/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, coupling, welded joints space bars, chairs, stay, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be measured and cost of these Items shall be deemed to be included in the rates for reinforcement)

Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect. Note :- All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual scarifying and if material after scarifying is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price. Note:- 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 practice in this department the conventional unit as per practice shall be applicable.

shree krishan kirpa construction co

Vardaan Construction

Aujos SO Sh. Amarjeet