MC EW STRUCTURAL REPAIRS STRENGTHENING TO SRI RAMALINGESWARA SWAMY TEMPLE AT PONDUGULA, PALNADU DIST. A.P.

Amount

Fixing of double scaffolding system (cup lock type) on the exterior side, upto seven story height made with 40 mm dia M.S. tube 1.50m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., complete as directed by the Engineer in-charge.

Sand bags for precautionary measures during documentation of the temple architectural members with graphical and photo documentation including numbering of stones in all directions with careful removal of Architectural members of the temple with carefully stacking including necessary transportation and disposal of the unserviceable materials and staging etc., complete as directed by the Engineer in-charge.

Careful removal of Architectural stone members after documentation and DGPS survey for facilitating resetting, transportation of removed members and stacking properly in the temple premises using necessary skilled work force like Sr. Stapaty, Stapaty, Asst.Stapaty and equipment and tools like crane, tractors, crow bars and etc. all complete including hire charges, fuel charges, operator charges and all other necessary applicable charges and taxes etc., complete as directed by the Engineer in-charge.

Earth work excavation manually without using machinery for excavation including transportation using power tillers and stacking inside temple premises for reuse using necessary skilled work force like masons and mazdoors, hire charges, fuel charges, operator charges for power tillers, charges for required tools and all other necessary applicable charges and taxes etc., complete as directed by the Engineer in-charge.

Sand cushion for foundation it includes cost of materials and labours charges and including all other charges if any etc., complete as directed by the Engineer in-charge.

Laying of lime concrete in proportion (1:2:4) using 20 mm nominal size stone aggregate for foundation to stone masonry including cost of men and material charges, all other applicable charges and taxes etc., complete as directed by the Engineer in-charge.

Construction of stone masonry (below the ground) in Lime Mortar 1:2 using hard granite stones of sizes 0.23 X 0.23 X 0.15 mts. (avg.) including men and material charges, all other applicable charges and taxes etc., complete as directed by the Engineer in-charge.

Purchase of New stone for pillers, vimana stone missing etc., including necessary transportation obtained from approved quarry of the stone of similar texture including 3 line dressing including preparation of the architectural stone members and stacking etc., complete as directed by the Engineer in-charge.

Reconstruction of the structure with removal stone members and new stones for replacing of broken, damaged and missing stone members including necessary 3line dressing to the required size inc. mouldings of architectural designs, Pillars etc., and errecting them in position with necessary scaffolding staging using proper Tools and plants like Chain Pully Blocks, Winches, Derrick Pole etc., and set in lime mortar in (1:2) for the joints and filling the crevices and interstices with hard broken lime stone spallings necessary aligning positioning the Architectural members in their respective position as per original including sealing the joints with same mortar finishing leveling consolidation of the core, curing, upto a height of 10.00Mts from the Ground Level etc., complete as directed by the Engineer in-charge.

Grouting to regain the strength of the wall for monolithic purpose and filling of exterior and interior core with vacuum/void filling with lime mortar (1:2) etc., complete as directed by the Engineer in-charge.

Shifting of Departmental Lime grinding machine from Chejerla monument to Pondugula Monument and back it includes cost of labours charges, loading and unloading with the cranes and if any other conveyance charges etc., complete as directed by the Engineer in-charge.

Laying new Granite / Khandolite / Sand stone flooring / apron with neatly dressed stone of sizes varying from 90 to120 cm of length, 45 to 60 cm. of width with a thickness not less than 10 cm. over a bed of brick jelly lime concrete in pure Lime (1:2) using 20 mm stone aggregate of 100 mm. thick and set in Lime Mortar (1:2) and pointing the joints with the same Lime mortar with suitable colour oxides including curing, as per the standard specifications and as directed etc., complete as directed by the Engineer in-charge.