Construction of Gahan Majhdharti road Km 0.000 to 8.540

Amount

Excavation in Hilly Areas in soil by manual means. Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposisng of excavated earth with a lift upto 1.5 metre and a lead upto 20 metres as per drawing and Technical Specification Clause 1603.1. including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Excavation for Structures Earth work in excavation for foundation of structures upto 3 metre depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 P.C.C. grade M-10 Nominal mix 1:3:6( hand mixing) including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204 with randum rubble masonry in cement mortar 1:3 (1 cement :3 sand) 1st short. including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3. including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing and laying cement concrete 1:1.1/2 :3 (1 cement :1.1/2 Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. Foundation and plinth including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto all floor level including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing and laying cement concrete 1:2:4(1cement:2 sand :4 graded stone aggregate 40mm nominal size)and curing complete excluding cost of form work in:Foundation and plinth. including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundation complee as per drawing and technical specification clause 802,803,1202& 1203 PCC M-15 including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Drainage spout complete as per drawing and technical specification clause 1209 including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Backfilling /Filter media with granular material behind retaining wall/breast wall as per specification 1204.3.8 in a width of 600 mm. including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Preparation of sub grade by dressing to camber(earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HP.PWD. Specifications including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD. Specifications including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD. specification. 100mm spread thickness (finished workincluding materials and labour) including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

AJAY KUMAR