Archaeological Survey Of India Tender

Laying of brick jelly lime concrete in proportion 1:2:4 using 20 mm nominal size brick aggregates for foundation to stone masonry curtain wall proposed to be constructed around the structure including men and material charges, all other applicable charges and taxes also including all necessary arrangements like required capacity pumps and water hose pipes etc. for balling out the oozed ground water away from the site and supporting with shouring where ever necessary to complete the item of work as per the instructions of the site in-charge/ASI officials.

Construction of stone masonry (below the ground) curtain wall around the structure in Lime Mortar 1:2 (to be prepared as per standard procedure after slaked the lime in lime slaking pound for required duration) using hard granite stones of sizes 0.23 X 0.23 X 0.15 mts. (AVERAGE MINIMUM SIZE ) including men and material charges, all other applicable charges and taxes also including all necessary arrangements like required capacity pumps and water hose pipes etc. for balling out the oozed ground water away from the site and supporting with shouring where ever necessary to complete the item of work as per the instructions of the site in-charge/ASI officials.

Filling Sand Stone Blocks of size 0.30 X 0.30 X 0.45 mts to 0.45 X 0.45 X 0.45 mts. in foundation trench after well compacted the base of foundation trench using 2 T roller for providing hard and level surface in foundation including men, material, machinery and equipment charges, all other applicable charges and taxes also including all necessary arrangements like required capacity pumps and water hose pipes etc. for balling out the oozed ground water away from the site and supporting with shouring where ever necessary etc. all complete the item of work as per the instructions of the site in-charge/ASI officials

Filling of sand (90 % available, which is removed and stacked at site for reuse and 10% new sand, the procured quantity of new sand should be got verified the ASI officials before execution of work) in foundation trench in layers, each layer of 0.23 mts. thick, each layer shall be well compacted to optimum moisture content by rolling with 2 T roller and after compaction samples shall be taken from every compacted layer and to be tested for Dry Density , Safe Bearing Capacity and any other specific geotechnical values as required by the site in-charge including men, material, machinery and equipment charges, all other applicable charges and taxes also including all necessary arrangements like required capacity pumps and water hose pipes etc. for balling out the oozed ground water away from the site and supporting with shouring where ever necessary etc. all complete the item of work as per the instructions of the site in-charge/ASI officials.

Level) after deductions Qty 1700.761- 450.328= 1250.433)