Restoration of gravity main Pipeline of Badowala Maldung (Part- 5) water supply scheme under Natural Calamity (Deviya Apda Year 2025-26) in Block Sahaspur , Distt- Dehradun

Excavation in soil mixed with shingle boulder for pipeline trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

Dismentling of following nominal dai screwed and socketed GI pipe, meter specials and fittings including taking out from trenches and stacking them properly within 50 meters but excluding cost of trenching 150 mm

Cartage of following G.I. pipes from site store to site of work, lowering them into trenches, laying through alignment & gradient, laying & jointing pipeline including supply of jointing material, cutting of pipe for making up length as required. 150 mm

Making connection with the existing M.S. Galvanised mains of up to 100mm to 150 mm. nominal dia. Including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main take . 100 mm- 150 mm Dia

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, 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

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG

Cartge of pipe and special from Rail Head to nearest Road Head of site including all completed of work.

Cartge of pipe and special from Road Head to at site by including all completed of work. (Manual Labour)