Conservation and Repairs of Barav and Gokuleshwar Temple Complex, Tal Charthana, Dist Parbhani

Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area.

Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.

Removing rich mix cement concrete including stacking the spoils as directed with all leads lifts etc, complete.

Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete.

Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc.

Dewatering by pumping out water collected with Diesel or Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete as directed.

Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to 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.

Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc.complete.

Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete.

Providing Soil Bag Support to the monument with contractor's soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete. A) While lowering the Members.

Providing Soil Bag Support to the monument with contractor's soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete. B) While restoring the members.

Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area stacking and spreading as directed, dewatering, prepapring the bed for the foundation and necessary back filling, watering, ramming including shoring and strutting etc. complete. (Lift upto 1.5m to 3.0m). By Mechanical Means.

Excavation for foundation in earth, soil of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 m beyond the building area and stacking and spreading as directed, deatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting, etc. complete. (Lift upto 1.5 m to 3.0m.) By Mechanical Means

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.

Providing pre- constructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc.

Providing and laying cast in situ 1:2:4 Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying pumping, compacting roughening them if special finish is to be fine provided, finishing if required with be aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete.

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 0.6m x 0.6m x 0.6m in superstructure for Column Talkada as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 0.6m x 0.6m x 2.7m in superstructure for Column as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (%"), the stone shall be laid in regular course not less than 30 cm. (12") in height averaging 4% c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 0.6m x 0.6m x 0.4m in superstructure for Column capital as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 0.9m x 0.9m x 0.4m in superstructure for Column 4 way bracket as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (%"), the stone shall be laid in regular course not less than 30 cm. (12") in height averaging 41⁄2 c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. For Garbhagriha, Sabhamandapa, Ardhamandapa, plinth, External & Internal face in wall.

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 0.4m x 0.4m x 2.4m in superstructure for new beams as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (%"), the stone shall be laid in regular course not less than 30 cm. (12") in height averaging 4% c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime. miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. For Garbhagriha, Sabhamandapa, Ardhamandapa, plinth, External & Internal face in wall.

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 0.4m x 0.4m x 2.4m in superstructure for new beams as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (%"), the stone shall be laid in regular course not less than 30 cm. (12") in height averaging 41⁄2 c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. For Garbhagriha, Sabhamandapa, Ardhamandapa, plinth, External & Internal face in wall.

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 1.85m x 0.9m x 0.3m in superstructure for New Karnashila as per detailed specifications an

d drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. For Garbhagriha, Sabhamandapa, Ardhamandapa, plinth, External & Internal face in wall

Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with Average size of stone 1.5m x 0.6m x 0.3m in superstructure for Karnashila Cap as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. For Garbhagriha, Sabhamandapa, Ardhamandapa, plinth, External & Internal face in wall

Providing/Re-setting Un-coursed Rubble Masonry of reuse-stones in lime mortar 1:1½, in superstructure (Core filling) as per detailed specifications and drawings or as directed including the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in superstructure (Core filling) as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing/Re-setting Ashlar Fine Masonry of reuse-stones in lime mortar 1:1 in superstructure for Parapet wall as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing Ashlar Fine Masonry of tr

ap / granite stones in lime mortar 1:1 with Average size of stone 0.6m x 0.6m x 0.45m in superstructure for Parapet wall as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing/Re-setting Ashlar Rough-tooled Stone Steps of reuse-stones in lime mortar 1:1½ for Well Steps as per detailed specifications and drawings or as directed including each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing Ashlar Rough-tooled Stone Steps of trap / granite stones in lime mortar 1:1½ with size of stone (0.45x0.3x0.2)m. in Well Steps as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be rough-tooled on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing/Re-setting Stone Paving, Second Sort of reuse-stones in lime mortar 1:1½, for Plinth Flooring as per detailed specifications and drawings or as directed including the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete.

Providing and fixing Stone Paving, Second Sort in lime mortar 1:1½, with size of stone (0.45x0.3x0.15)m. for Plinth Flooring, as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be not finely chisel-dressed on the surface and the course to be of prescribed width, true for top 25 mm. (1″), the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. (Stone size 0.45x0.30m with thickness 0.15m)

Providing Rectangular Coping Cut-stone First Sort, 20 cm. (8″) height and 52.5 cm. (1ꞌ9″) wide of trap / granite stones in lime mortar 1:1with size of stone (0.75x0.55x0.2)m for Coping as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stone shall be dressed full or to template, exposed face of the stones shall be fine chisel-dressed and all joints shall be in line and close and not more than 3 mm. (⅛″) thick, preparing the lime mortar in lime miller, scaffolding, watering and all coping work when han

ded over to be perfectly clean and free from all mortar stains etc. complete.

Carving ornamental work on surface including moulding, grove, chisseling & dressing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chiseling & dressing on stone surface for ornamental carving work surface etc. as per existing design. pattern and form as directed by engineer in charge.

Carving ornamental work including moulding, grove, chisseling & dressing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chiseling & dressing on stone surface for govering at the stone surface after chisling a fine surface, etc. as per existing design. pattern and form as directed by engineer in charge.

Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for coping or waterproofing as per detailed specifications and drawings or as directed including centring, formwork,laying/pumping,compacting,roughening them if special finish is to be provided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate or surkhi in drum mixer, the concrete must be bitten for two days with pouring water as per specifications, scaffolding, watering and all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete.

Providing Mud mortar made with local clay good earth.

Disposing of dismantling materials of stone masonry / brick masonry derbies, excavated material / soil / murum / rubblish material or vegetation / grass / shrubs etc. From work site beyond the 5 km.

Cleaning the Stone / Masonry surfaces with with specialised water misting techniquees by scraping the surface with brush and making the surfaces even with hand scrapping, and then applying two coats of Ethyl Silicate for stone preservation with scaffolding etc. complete.

Providing and fixing stone Benches from STOME INDIA, made as per approved design by architect. , etc. Complete.

Supplying and installing Stone Dustbin dry and wet seperately made as per approved design by architect.