Pdg. 80mm thick interlocking paver block on Bahalgarh to Deepalpur Mukinpur Nandnaur up to Garh Assadpur Yamuna ghat road from 5.640 to 5.760 mtr Road ID 6022 and 6030 in Sonipat Distt.

Amount

Providing and laying 300 mm granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, complete as per clause No. 401 of MoRT&H specifications.

Providing and alying 80mm thick ISI Marked interlocking paver blocks conforming to IS 15268,2006/ IRC : S P 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect.. (HSR 10.159)

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 400 Kg/ per cum with digital batching plant duly compacted with hydraulic machine including setting in position over bed with prepared and filling up the joints with tibba sand with digital batching plant (N.S.)

Earth work on berms including excavation of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer

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

Cement concrete 1 : 6 : 12 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.32)

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

Cement concrete 1:1 ½:3 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level. (HSR 10.60)

Cement concrete 1:11/2:3 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 respects. (HSR 10.82 + 10.95 (a)

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

Brick-on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top (HSR 14.23)

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

Fe-500 EQR TMT steel bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete. Tata, Tiscon will be preferred. In case of non viability RINL, SAIL will be preferred (HSR 18.22)