C.O 5.7 mtr. wide Chakti to Dadhara road Km. 0.000 to 3.075

Amount

Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). including cutting and trimming of side slopes and disposing of excavated earth lift upto all heights and all leads as directed by the Engineer-in-charge, in conformity with the requirement of technical specification clause 1603.1 minimum quantity of useful material such as stones, shingles, aggregates and slates etc. i.e. 1075.00+2606.00+652.00 =4333.00 cubic meter, shall be sorted out and stacked along the road side properly, otherwise recoverty @Rs.170/- per cubic metre shall be effected from the bills of the contractore. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Excavation for structures:- Earth work in excavation for structure in all depth as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracin , removal of stumps and other deleterious material and disposal in all lead and lift including dressisng of sides and bottom and back filling in trenches with excavated suitable material . All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out of rock( where blasting is prohibited) as directed by the Engineer-in-Charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.

Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications Clause 1301 including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with similar size towards the soil and bigger size towards the wall and providing over the entire surface within all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Excavation in hilly area by manual means including cutting & trimming of side slope and disposal of excavated earth with a lift upto 1.50 mtrs. And leads upto 20mtr. As per clause 1603.10 minimum quantity of useful material such as stone, shingles, aggregates and slates etc. i.e. 49.52 cubic meter, shall be sorted out and stacked along the road side properly, otherwise recovery @Rs.170/- per cubic metre shall be effected from the bills of the contractor. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by himm in all cases.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202 and 1203 PCC nominal mix 1:4:8 (40mm aggregates) including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202 and 1203 with PCC grade M-10 nominal mix 1:3:6 (hand mixing) including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and lyaing flooring laid over cement concrete bedding complete as per drawing and technical speification clause 1303 rubble stone laid in cement mortar 1:3 including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying reinforced cement concrete pipe NP2 for culvert on first class bedding of granular material in sigle row invluding fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108. 900mm diaas per the entire satisfaction and direction of the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202 and 1203 PCC nominal mix 1:4:8 (25mm aggregates) including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm (six hundred millimeter) with similar size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing wall, return walls, to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 including haulage of material within all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Pankaj Dhangal

Kewal Ram Bhaluni

SUDESH KUMAR

JAIMAL SINGH

HARISH BANSAL