Special Repair of Dhani Babanpur to Mussa Khera Km 3.3 to 3.10 (Road ID 9058) in Fatehabad Distt. (Re-invited)

Amount

Preparation of berms including filling of Earth work, excavation and cutting 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.

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 150 mm thick granular sub base consisting of drainage cum drainage cum filter layer confirming to Table 400.1 Grading –III & 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 the engineer.

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 table vibration including setting in position over bed prepared with 25mm thick fine sand and filling up the joints with fine sand (NS).

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).