EXECUTION OF WORK UNDER MW TO CONSERVATION RESTORATION OF THE EASTERN SIDE FORTIFICATION WALL AND BASTION OF THE SOLAPUR FORT AT SOLAPUR, DIST-SOLAPUR. AS SPECIFIED IN THE BOQ.

Description of works

The provision made for the hiring the crane of the 5 MT crane require to the available whenever required for the use of the shifting and placing of the material and crane rate inclusion of the skilled operator with well condition crane, with the skilled helper and operator to handle the crane etc. complete as directed by site incharge.

The provision made for the carefully removal of the fallen debris and plumb out wall manually the removal of the unwanted material from the premises and base of the wall, as the area is the Archaeological site for the removal of the plumb out wall the proper scaffolding, supports of steel members channels at the wall, the making to the support to the remaining part of the wall . As the Archaeological site the work required to execute by the skill workers and special are are required to the visitors as well as workers, the shifting of the debries, sorting the shifting and screening of the material in low visiting hours also execution work of the work in the day time etc. complete. as directed by site incharge.

The provision for the carefully removal of the fallen debris from the well of the Eastern side of the fort, the depth of the well require to remove the manually and remove the unwanted material from the premises, as the area is the As the Archaeological site the work required to execute by the skill workers and special are are required to the visitors as well as workers, the shifting of the debries, sorting the shifting and screening of the material in low visiting hours also execution work of the work in the day time etc. complete. as directed by site incharge.

The provision made for the excavation of the foundation in the hard soil at the base of the fallen wall which are require to strengthen of the foundation the removal of the excavated material, the stacking the usefull material, the as the part of the foundation wall required to remove the special care with the steel members support before the removal of the material from the work site to the out side the premises with the head loads. As the Archaeological site the work required to execute by the skill workers and special are are required to the visitors as well as workers, the execution of the work site in the low visiting hours and in the day time the shifting and screening of the material in low visiting hours also execution work of the work in the day time etc. complete. as directed by site incharge.

The provision made for the laying placing the caste in situ cement concrete with the volume based mixed of the 1:3:6 with 20mm of trap metals for the laying required and water cement ratio of the control mixing ratio the rate inclusion of the head load, the proper finishing the surface and the caste the concrete into the required diamension and the also the to add the required admixture as per the requirement of the site, as the site is the Archaeological site the work required to execute by the skill workers and special are are required to the visitors as well as workers, the execution of the work site in the low visiting hours also execution work of the work in the day time. The rate inclusion of the required the mixture, vibrator, formwork, scaffolding, shifting of the water required nad adding the waterproofing material, finishing curing lead and lift of the material etc. complete. as directed by site incharge.

The provision for the core filling to the inner side of the course rubble veneering layer of the fortification wall, the core filling inclusion of the rubble of the required size dressed of the available at the site using the lime mortar 1:1:1 (1 Lime : 1 Sand : 1 Surkhi) suing the required admixture as Gum, Hirda, Bell Fruit , jiggery etc with skilled experienced workers with proper mixing the slacking of the lime in the slacking the proper grinding, placing, mixing with surkhi, sand with the surkhi of the well graded and the sand of the well graded as per the standard the core filling of material in layers as the standard, the core filling of the materials in layer as the filled the material after the completion of the curing time in the step to step wise the header stone atcthe interval required to ass in to the corefilling with throughout width of the inner core filling as requirement of the site. As the site is the Archaeological site the work excuted and care are required of the shifting of the material by the head load, stone dresser for require dressing of the also inclusion of the scaffolding, lead and lift curing required to shift the water etc. complete. as directed by site incharge.

The provision for laying soling of the 40mm in the foundation with layers of the 100mm to 150mm thickness and filling the voids with sand hard murum for the proper compaction watering the rate inclusion of the head load and shifting of the material at the work site. The rate inclusion of the required placing material at the site with proper levels to the base of the concrete surface, the rate inclusion of the from work lead and lift, sand filling, watering, compaction with the water and also the require to shift the water at the site etc. complete. as directed by site incharge.

The Provision made for the reconstruction of the fallen fortification wall as per the original with from the fallen materials of the size of the stone of three line coursed stone of various size (0.40 x 0.3 x 0.25) (0.55 x 0.30 x 0.20m) (0.60 x 0.25 x 0.20m) (0.44 x 0.30 x 0.25m) with proper dressing of the stone with skilled stone dresser with the edges are properly finishing as the matching with the old fortification wall, the required to the provide the through stone at the required the unit meter length of the through stone of the width and breath of the 0.45 x 0.25 in such way that the two stone make placing to its width and the through stone to provide the steel clamp of the 25 x 5mm and of required width with proper groves, the using the lime mortar of the 1:1:1 (1 Lime : 1 Sand : 1 Surkhi) suing the required admixture as Gum, Hirda, Bell Fruit , jiggery etc with skilled masson& workers of the required size and the inner side with the core filling at the internal faces of the lime mortar and uncroused rubble massonery the require dressing of the rubble with skilled stone dresser and workers the conservation of the fortification wall required to construct In the layer wise and the another layer requited to place after the completion of the curing time the lime required to proper sieve with the standard sieve grading of the lime the skilled workers and care are required to shifting of the lime the all sample of the lime, surkhi, course stone, uncoursed rubble of the approved quarry, the surkhi made up of the first class bricks as its water absorption and the field test also satisfied the rate inclusion of the shifting of the matyerail by the head load required materails, scaffolding curing of the water for curing as well as execution. As the Archaeological works and it’s the ancient fortification wall work required to skilled works. The rate inclusion of the pointing of the fortification wall in the unslacked lime mortar 1:1:1 (1 Lime : 1 Sand : 1 Surkhi) suing the required admixture as Gum, Hirda, Bell Fruit , jiggery As the Archaeological site the work required to execute by the skill workers and special are are required to the visitors as well as workers, the execution of the work site in the low visiting hours and in the day time the shifting and screening of the material in low visiting hours also execution work of the work in the day time, processing of the lime mortar, dressing and casting construction of the wall the require with lime and level as per the old wall etc. complete. as directed by site incharge.

Providing and fixing a double scaffolding system (cup lock type) on the ext1.5-metree of building / structure, including additional rows of scaffolding in a stepped manner as per the requirement of site, made with 40mm dia M.S. tube, placed 1.5 metrecentre the o centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works etc. complete. as directed by site incharge.

The provision made for the anchoring with stainless steel plate of the size 25 x 6mm length of 225mm both legs of the 50mm both sides with drilling and fixing with appropriate admixture and used the non-vibrating machines of the same size the work including supply of C-plate admixture drilling, fixing etc. complete. as directed by site incharge.

GST 18% of SL.No.1 to 10

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