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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 2 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. |
| 3 | 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. |
| 4 | Removal of plants/ficus grown by pulling out root system embedded in masnory, cutting stem and application of high/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide'Glycel' (isoproplaminesaltofglyphosate) or other chemical as specified by the Engineer in charge etc. complete. |
| 5 | Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. |
| 6 | 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). By Manual Means |
| 7 | 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) By Manual Means |
| 8 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 9 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 10 | 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 provided, finishing if required with fine 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. |
| 11 | Providing Coursed Rubble Masonry Second Sort of trap / granite stones in lime mortar 1:1½, size of stone 0.45m. x 0.30m. x 0.22m. in superstructure as per detailed specifications and drawings or as directed including the stones shall be laid in horizontal course, the face of the stones to be hammered and bushing not to be project more than 3.8 cm. (1½″), all stones to be set full in mortar, all side joints shall be vertical and beds horizontal and not joints shall be more than 12.5 mm. (½″), the through stones shall be inserted 5 and 6 feet apart in every course, 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. |
| 12 | Providing/Re-setting Coursed Rubble Masonry Second Sort of reuse-stones in lime mortar 1:1½, in superstructure as per detailed specifications and drawings or as directed including all stones to be set full in mortar, all side joints shall be vertical and beds horizontal and not joints shall be more than 12.5 mm. (½″), the through stones shall be inserted 5 and 6 feet apart in every course, 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | Providing Brick Masonry Second Class in superstructure with size of brick 9″ x 4½″ x 2½″ in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded ground, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in such bond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints are not to exceed 12.5 mm. (½″), no bats or half brick to be used in the work, racking out joints 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. |
| 19 | Raking out cement or lime pointing or any other hard material and preparing the surface for repointing or re plastering including disposal of rubbish to the dumping ground within 50 meters lead |
| 20 | Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete |
| 21 | Providing and Grouting with lime and fine screened sand slurry in proportion (1:1) with a proper jet pump pressure including cleaning and washing and packing the existing crack / holes in the brick or stone masnory with lime and fine sand paste in proporation of (1:1) properly from down side, filling the slurry in cracks or holes including all necessary actions and required tools and machineries, scaffolding, curing, etc. complete. |
| 22 | 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. |
| 23 | Providing 12 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 1:1½ in superstructure, as per detailed specifications and drawings or as directed including all joints in masonry and brick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg jaggary and 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 24 | Providing Fine Coat Of Lime over rough cast plaster in superstructure, as per detailed specifications and drawings or as directed including the finishing coat is to be applied over rough cast plaster and well-polished with trowel, preparing the lime mortar, scaffolding and watering complete. |
| 25 | Providing & Fixing Helifix Dry fix pin with epoxy dipped for strengthening of stone arches, stone masonry walls or any other stone elements by providing necessary scaffolding, drilling up to 350mm etc. completed. Note - Propping / scaffolding work, cost of mechanical equipment etc, while removing will not be paid separately. |
| 26 | 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 10 km. |
| 27 | Providing and fixing Stone Paving, Second Sort in lime mortar 1:1½, with size of stone 45cm. x30 cm. x 15cm., 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. |
| 28 | Supply signages for direction boards in granite stone slab of 25mm thick and fincing the stone slab with two stainless steel square bars of 25mm x 25mm by drilling holes on slabs including fixing in cement concrete at places shown by engineer - in charge of work . |
| 29 | Design, supply, fabrication and fixing of SS, non glare multilingual Braille (raised dots) entrance signage (size I ft x I ft) as per the approved design and make,indicating the name of the building. Having 1.2mm thick SS non glare blue coloured base plate with the 'Universal Accessibility Symbol' and Upper case Sans Serif words of height 15mm engraved on it along with the equivalent word/ written in Hindi using Deumgli scfipt of height 15mm in white colour. Grade 2 Grade I Braille to be etched/ engraved and be raised 0.5mm above base plate. The signage to be installed at the specified location on the compound wall near the site entrance gate installed at a height of 1200 mm from the finished ground/ floor level, using the necessary hardware specified by the manufacturer and to be installed up to the satisfaction of the engineer in charge. |
| 30 | Providing and fixing stone Benches Product no. GB-20 of STOME INDIA, Size L : 48\\", H : 20\\", W : 14\\" in CAMEL BROWN STONE etc. Complete. |
| 31 | Book Designing, Publishing and Printing: The work involves printing of a book / guidebook on the fort / monuments and its various aspects, which would provide authentic and precise tourism oriented information. This work involves important photographs of the site, art objects, antiquities, inscriptions etc., which would be useful for educating the masses of the rich cultural heritage of the site, region and state. providing 100 pages coloured books as directed by engineer in charge / ADA |
| 32 | Supplying and installing Dustbin dry and wet seperately made as per approved design by architect.(including central landscape, tehsil block, souvenir shop, canon gallery, ticket office ,cafeteria,toilet block) |
| 33 | Wooden cannon stands as per Specification approved by architect |
| 34 | Digital Documentation of fort. Please Enable Macros to View BoQ information |
