Construction work of CC road in village Agron under Gangolihat development block of Pithoragarh district.

Excavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1. 8-3-2-A

Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. 8-3-4

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocksincluding all lead, lift and sposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications lause 305.1 of MORD Specifiction 1-2

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of all material, labour and T&P etcrequired for proper completion of the work. as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 2-2

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for propercomplition of work.(As per PWD Uttarakhand specifications) 1-3

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) 1-4

Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc. complete as per direction of Engineer-in- charge. (As per PWDUttarakhand specifications) 1-5

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 14-8

Cement Concrete (PCC M-30) Pavement Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. 2-3

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications. 13-16-2