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| 1 | Labour charges for removing grass, thorny shrubs, jungli shrubs, Kubabul and alike grass; cleaning the surface by shovel and phavaras etc, complete. |
| 2 | Clearing grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area |
| 3 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and leads of 1000m as directed and earth filing in the depression/pit if any |
| 4 | Removal of plants/ ficus growth by pulling out root system embedded in masnory, cutting stem and application of hing/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide 'Glycel' (isoproplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete |
| 5 | 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 40 mm 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. |
| 6 | Removing wet silt from canal bed with 15 mtr. Lead and all lift including depositing the excavated stuff etc. Complete as directed. |
| 7 | Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removal. |
| 8 | Dismantling the R.C.C. Work 1: 2: 4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. |
| 9 | Dismantling brick masonary in lime or cement mortar and stacking the materials as directed with all lead, lifts, etc. |
| 10 | Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, complete.. |
| 11 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 12 | Dismantling stone masonary in lime or cement mortar including stacking the materials as directed with all lead, lifts, etc.. |
| 13 | Gently cleaning the surface of stone masonary and piers with specialized water misting techniques employing air water jet using a fine nozzle sprinkling system caliberated to spray fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushes and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetation growth etc. as specified. Gentle surface cleaning may include using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt, grit, accretions by means of water misting and cleaning etc. complete as directed by the Engineer in charge. |
| 14 | Excavation for foundation in soils of all types, sand, gravel and soft murum, removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete (Lift from 1.5 m to 3.0 m) By Mechanical Means. |
| 15 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 16 | 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. |
| 17 | Conveying the excavated materials, debris of brick or stone masonary, R.C.C. slab, water proofing, stone members/ materials, cement/ lime concrete, tiles/ marbles/ stone slab/ brick bat coba, etc. upto 5 km, away from the site and cleaning the site properly. |
| 18 | Providing and fixing solid wooden door of thickness 0.15 m including frame,fixing Big and small motifs, defensive bolts, pivot and pointed nails and providing steel roller, track for movement of wooden shutter etc. complete as directed by Engineer in charge |
| 19 | Providing, fabricating M.S. ornamental railing of simple geometrical design weighing as specified below with country teak wood moulded hand rail 10 cm x 5 cm with winders and newel posts complete if required with 3 coats of french polish or synthetic enamal paint, fixing the M.S. railing securely in floor, wall etc. as directed by Engineer In Charge.a) M.S. ornamental railing weighing 10 kg to 15 kg per sqmt. |
| 20 | Providing and fixing in position Guard Railing as per Drg. No.15 Type Cdt.20-4-79, with 3 rows of 40 mm dia. G. I. pipe 30 cm apart and fixed in M. S. channels of section 100 x 50 x 6 mm spaced 2.5 C/c 1: 2: 4 c.c. bedding of size 45 x 30 x 30 cm. as per detailed drawing, with 3 coats of approved of yellow and black paint including necessary excavation in any strata. |
| 21 | Providing Un-coursed Rubble Masonry of trap stones in lime mortar 1:1½, in foundation and plinth 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 12.5 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, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 22 | Providing Ashlar Rough Tooled Masonry of trap (black basalt) stones in lime mortar 1:1 for Walls as per the site requirement of size of stone [0.60 x 0.50 x 0.40 Meter] 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. |
| 23 | Providing/Re-setting Ashlar Rough Tooled Masonry of trap (black basalt) stones of reuse-stones in lime mortar 1:1 for Walls 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. |
| 24 | Providing Ashlar Rough-tooled Stone Steps of trap / granite stones in lime mortar 1:1½ with size of stone [0.60 x 0.40 x 0.20 Meter] 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. |
| 25 | Providing/Re-setting Ashlar Rough-tooled Stone Steps of reuse-stones in lime mortar 1:1½ 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. |
| 26 | Providing and fixing Trap Stone Paving, Second Sort in lime mortar 1:1½, with size of stone [0.45 x 0.30 x 0.20 meter], 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. |
| 27 | Providing/Re-setting Stone Paving, Second Sort of reuse-stones in lime mortar 1:1½, 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. |
| 28 | Construction of dry rubble flooring around moat wall etc. complete. Thickness of Stone should be more than 230mm)(The base for the flooring shall be prepared to the specified levels and slopes and compacted suitably with hand rammers or other means to have an even bedding.The thickness of flooring shall be made with one stone only. The stones shall then be laid closely on the prepared base in one or more layers as specified and the bond used shall be as specified in the drawing by the Engineer.) |
| 29 | 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. |
| 30 | Providing injection grouting with a slurry of lime and fine screened sand in proportion 1 : 1 with a proper pressurized jet pump, including cleaning, washing and packing the exisitng cracks or holes in the brick or stone masonry properly upwards with the slurry, scaffolding, curing etc. complete |
| 31 | 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 |
| 32 | 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. |
| 33 | Shifting ( heavy stone) architectural fragments from 50 to 100 m distance by male mazdoors (heavy) with all necessary equipment, tools etc, and stacking it in appropriate location as directed by the Conservation architect within the premises complete. (This item is required for the architectural fragments lying in the gadkot premises.) |
| 34 | Documentation (Still Photography & Videography, Drone Photography & Videography) of the conservation process(before, after & every 3 months during process) |
| 35 | Preparation of 5 - 6 min documentary film on “Naldurg Fort ” of which will include Script Development, Shooting, Voiceover, Post Production wherever required as per the script |
| 36 | Providing cultural and directional signage for information dissemination about the Fort in GRC as per the design and location provided by the conservation architect. |
| 37 | Providing lettering as part of the signage (Cultural, directional and informatory) for information dissemination about the fort in GRC as per the design and location provided by the conservation architect. |
| 38 | Providing and fixing Road junction/ Information sign board of size 1.20m x 0.90m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x 35x 5mm with cross bracing of size 35x 35x 5mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white background and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border/ letters/ numeral/ arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection including two angle iron post of size 65x 65x 6mm of 3.65m. long inflated at bottom drilled on top and painted in white and black bands of 30cm. with 4 Nos. high strength G.I. bolts and nuts of size 10mm dia. and 20mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixingin ground with M-20 cement concrete of 60cm x60cm x75cm size as directed by Engineer-in-chargeetc. complete. Mild Steel sheet with Engineering grade. |
| 39 | Precast concrete Dustbins of the specifications as provided by the Conservation architect |
| 40 | Precast concrete bench, 3 Seater of RCC precast of the specifications as provided by the Conservation architect. Please Enable Macros to View BoQ information |
