Under the District Plan for the Year 2025-2026 improvement and soling work of 2 Km from Gurna Dunga to Tachni of Dafaot Road in Bageshwar

Hill Side Cutting Work

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

CONSTRUCTION OF R/WALL,B/WALL

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

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 PWD Uttarakhand specifications)

ProvidingandLayingofMechanicallyWovenDoubleTwistedHexagonal shapedGabions (ZincplusPVCcoated), of size3mX1mX1mwith twodiaphragmsat1minterval,havingmeshopening100mmx120mm,mesh wirediameter2.7mm/3.7mm,edge/selvedgewirediameter3.4/4.4mmand lacingwirediameter2.2/3.2mm. (The work includesfillingboulders inthe gabions).

WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404 4-7-1-B By mechanical Means 2218.6 Cum

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing theloose soil, benching for 300mm width laying fresh material in layers not exceeding250 mm and compaction with plate compactor or power rammer to restore theoriginal alignment, level and slopes as per drawings and technical specifications Clause 190215-1-B Mechanical Means 431.70 Cum

1-6 Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications) 1,619.00 Cum