Chief Engineer PWD Faizabad Zone Tenders

Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 1 Km. cartage

Cartage of Pantoon by Truck/Trailor from Prayagraj to Store Gandua Farrukhabad including loading unloading with the help of crane, labour, T&P etc complete. as per direction of E/I

Cartage of Pantoon by Truck/Trailor from Prayagraj to Store Gandua Farrukhabad including loading unloading with the help of crane, labour, T&P etc complete. as per direction of E/I

Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1