Estimate for repairing Sri Keerthi Narayana temple at Heragu village, in Hassan Taluk, Hassan District.
1. Preparation of temple plans, such as Ground plan, roof plans, site plans, elevations of temple all sides both inside and outside. Sections as required for re-erecting the temple, as per original style.
2. Numbering the structural members of entire temple including Shikara, Roof slabs and other structures of main temple and also that of Mantapa on the western side of temple showing sides, courses as found necessary and marking the same numbers in the sketches with the same colour, including scaffolding etc complete.
3. Dismantling of structural members of Shikara carefully by erecting scaffolding and using proper pulley block and stacking the dismantled members on the respective side course wise and number wise as per direction of Officer in charge of work, including dismantling or scaffolding, etc complete.
4. Dismantling the damaged lime concrete over the terrace carefully without damaging the structural members, and disposing of the waste stuff far away from the temple, and finished neatly.
5. Dismantling the structural members of temple, except Shikara, carefully using proper pulley and scaffolding equipments and stacking the dismantled members in the place selected for the purpose number wise and course wise and finished neatly as per the direction of Officer in charge of work.
6. E W Excavation in Hard soil for providing foundation to the structure and throwing the debris far away from the spot and finished neatly.
7. Laying cement concrete in 1:5:10 proportion, using 40 to 50 mm jelly with all formwork, consolidation curing, etc complete.
8. (a) Constructing R R Masonry in 1:6 cement mortar properly by providing grips and bonds and finished neatly.
(b) Constructing S S Masonry in 1:6 cm using good quality stones with bonds at every stage and finished neatly.
9. Preparation of structural members such as beams, capitals, chejja (Kapota) vary and Kumuda vary, and decorated Adhistana courses etc as existing at site using similar quality stones if available nearby area otherwise using good quality granite stones or sadally quarry, including dressing to match with the old workmanship and in style as well as in order to replace the damaged members.
10. Restoration of dismantled structural members in their places in confirmity with original works, as per drawing prepared and maintaining the original levels fixed already, at site, using proper scaffolding, pulley blocks and other facilities as required during restoration time, fixing of M S dowels at 8'x11/4'x1/4' size, in concealed manner by cutting groves in the stones, ends fixed with liquid lead, with very thick layer of 1:4 cement mortar in between layers, sunk pointing the joints with 1:3 cm after raking joints 1' to 11/2' deep, and finished neatly except filling of core in between the joints of wall etc complete.
11. Restoration of dismantled shikara members as per original style, using proper scaffolding, pulley, and other facilities which are needed necessary for work during the time of erection, fixing of dowels, etc as mentioned in item 10, and finished neatly.
12. Filling core in between the members of wall, using 1:5:10 of brick jelly concrete including consolidation complete.
13. Preparing and fixing temple type door shutters using 3' thick Nandi or other good quality local wood and 4'X5' thick pullees, and flower panels, with old type door fixtures, and locking arrangements, and 2 coats painting complete.
14. Laying of stone pavement using the old stones available at site, by 2 line dressing for all sides and land over a sand bed of 4' thick and joints sunk painted with cement mortar and finished neatly. Laying pavement with fresh stone slabs of 4' thick or koira or sadaley quarry, by trimming sides, (without top surface dressing) in proper level on a sand bed of 4' thick joints sunk pointed with 1:3 cement mortar, finished.
15. Laying weather proof course over terrace to an average thickness of 30 cm, laid in layers of 15 cm using one lime and 3 brick jelly of 11/2' to 2' size, by giving scope to outlets well consolidated, by sprinkling lime water and top surface plastered with 1:4 cement mortar ¾' thick, mixed with w.p.c. including curing, scaffolding and toning etc complete.

REPAIRS TO ENTRANCE MANTAPA

1. Dismantling the random rubble wall in mud mortar, stacking the good stones for using in work at the place selected and disposing the debris at far off place.
2. Dismantling the stone members of Mantapa from top to bottom after numbering them, and stacking at the spot ear marked for the purpose without damaging the members as per direction of Officer in charge of work.
3. E.W. Excavation in hard soil for providing foundation and throwing the excavated stuff away from spot and finished neatly.
4. Laying 1:5:10 proportion of cement concrete using 1 ½' to 2' granite jelly including consolidation, curing, etc complete.
5. Constructing R.R. Masonry in 1:6 cm properly using good quality and heavy size rubbles by providing grips in the masonry and finished neatly.
6. Restoration of dismantled Mantapa members in their positions as conformity with original levels and sizes by dressing the crude/rough portions of pillars to suit the adjoining sides and finished neatly.
7. Filling the gaps in between pillars by making use of stones available at site and also with fresh stones for the shortage part, by trimming sides of slabs (without dressing) using 1:6 cement mortar, scaffolding, curing, etc complete.
8. Laying weather proof course over Mantapa terrace to an average thickness of 30 cm using one lime and 3 of brick jelly concrete laid in proper scope, well consolidated by sprinkling lime water frequently and top surface plastered with 1:4 cement mortar ¾' mixed with w.p.c. Scaffolding, curing, etc complete.
9. Laying stone pavement with fresh slab or 4' thick of Koira/sadaley quarry by trimming sides (without dressing the top surface) in proper level on sand bed or 4' thick joints sunk pointed with 1:3 cement mortar and finished neatly.
10. Construction of steps using 9' thick slab and width of 1:3' all the exposed faces are single lime dressed and set in position with retain walls, etc complete.

CONSTRUCTION OF COMPOUND WALL

1. Dismantling the outer plumb, cracked and sunken compound wall of brick in Mud mortar carefully, without damaging the bricks as far as possible and sorting of half bricks and full bricks separately stacking at the place selected for the purpose. Disposing of the waste stuff away from the spot and finished neatly.
2. E.W. Excavation in hard soil for providing foundation and disposing the excavated materials at far off place.
3.Laying cement concrete 1:5:10 proportion using 40 to 50 mm size granite jelly including consolidation, curing, etc complete.
4.Constructing size stone masonry in 1:6 cement mortar with good quality granite stone using bond stones at every 6ft. apart in each course alternately, sides hammer dressed including curing, etc complete.
5. Constructing compound wall with brick in 1:6 cement mortar, by using 25 % old bricks available at site (approximately) and with 75% of new bricks including coping over the top surface by using broken bricks if available at site, including scaffolding, curing, etc complete.
6. Providing and fixing gate shutters to the opening with M.S. angle frame work and with interior fabrication of given design including hold fast, locking facility, works, and 2 coats of approved colour painting over a coat of primer painting, complete.
7.Plastering the brick wall with 1:4 cement mortar 20mm thick, after making joints of masonry to a depth of ½' to ¾' including scaffolding, curing, etc complete.
8. Painting the external and interior sides of stone masonry (only 2nd footing) with 1:3 cement mortar after raking joints and filling the earth removed and bring back to the original condition, curing, etc complete.
9. Clearing the accumulated waste materials existing in the court yard, and leveling the ground by giving gentle slope towards drains to prevent stagnation of storm water and throwing excess debris far off place and keep the premises neat.
10. Developing the environment of temple inside by growing flower plants and clearing vegetation outer surroundings of temple and bring the entire temple surrounding in to pleasing look.