Special Repair of Daha Village App. Road (RD 0.00 to 0.450) in Hisar Distt (Road ID 4779)-recall

Amount

Earth work in excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving an average horizontal throw upto 2 meters, and an average vertical lift upto 0.5 meter including breaking of clods. Excavated earth may be reused on berms and disposed off surplus earth with all lead and lift including dressing complete in territorial as per direction of Engineer-in-charge will be incidental to work and nothing will be paid. (NS)

Dismantling of existing CC block pavement including transporting and stacking usable block along road side and after use balance CC block will ve taken on RMR and handed over to the department after propoer stacking as per direction of Engineer-in-Charge (NS)

Preparation of sub grade, including trenching rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed. (HSR 24.1) Note:-In widening portion sub grade will be prepared with the use of Baby roller. (HSR 24.1) or width of excavation should be made sufficient wide to accommadate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.

Providing & laying 150mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam in layer of 75mm each using screening type 'B' compacting with 3 wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring 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 in writing.

Providing & laying 75/225 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring 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 in writing.

Providing and laying 80mm thick ISI marked interlocking paver blocks conforming to IS: 15658:2006/IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respects. [HSR 10.159]

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 (HSR 23.42(a)).

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 painetd as per cloumn 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.

A B S CONSTRUCTION COMPANY

M/s Sachin Sigar Contractor Prop. Shri Ramesh Kumar S/O Shri Lilu Ram

Subhash Chander S/o Sh. Jai Karan

Jussu Construction Company