Formation work and GSB laying for approach of WB No. 22 and 23 under Magadh OCP of Magadh-Sanghmitra Area

Amount

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) : Rolling with vibratory roller

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) : for grading- II Material

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) : for grading- III Material

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Rolling with vibratory roller

Laying Reinforced Cement Concrete pipe NP4/prestrssed concrete pipe on first class bedding in single row. (Laying Reinforced Cement Concrete pipe NP4/prestrssed concrete pipe on first class bedding in single row including fixing collar with cement mortar 1:2 but excluding excavation, Protection works, backfilling, concrete and masonry works in head walls and parapets.) : 1200 mm dia.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil. Mechanical Means. Depth upto 3 m

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification :Random Rubble Masonry

Total impact of GST for the purpose of CTC

M/S SHANKAR PANDEY (BID ID -1109866)

M/S SUKHDEO PRASAD SAHU (BID ID -1107618)

M/S D.K. ENTERPRISES (BID ID -1107624)