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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness |
| 2 | Cutting down trees including trunks and branches with girths above 30 cm to 60 cm and stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any. |
| 3 | Cutting down trees including trunks and branches with girths above 90 cm to 180 cm and stacking the materials neatly with all lifts and lead of 1000 m as directed and earth filling in the depression / pit if any. |
| 4 | Conducting scientific excavation in all types of soils including diging gently a layer of 1 to 5 cm at a time to protect the hidden antiquities seiving the excavated material separating antiquities and storing soil antiquities at suitable location as directed by research assistant / excavation incharge etc. complete. |
| 5 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. 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 upto 1.5 m.) By Mannual Means |
| 6 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 7 | 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. |
| 8 | Removing Pointing in lime or cement including stacking the materials as directed with all leads, lifts, complete. Additional Item Spec. No. : As directed by Engineer in charge. |
| 9 | 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. |
| 10 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete. |
| 11 | Lowering down carefully existing brick masonry of the monument manually in proper order including shifting the bricks 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. |
| 12 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete |
| 13 | 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. |
| 14 | Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with size of stone 60 cm. x 45 cm. x 30 cm. in superstructure 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. |
| 15 | Providing Coursed Rubble Masonry Second Sort of trap / granite stones in lime mortar 1:1½, 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. |
| 16 | Re-setting Un-coursed Rubble Masonry of reuse-stones in lime mortar 1:1½, in superstructure 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. |
| 17 | Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in superstructure 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, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 18 | Providing Brick Masonry First Class in superstructure of first quality bricks in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded on tables, 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 9.5 mm. (⅜″), 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 | Providing Brick Arching First Class with first class bricks in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, 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 to be laid in concentric half-brick ring, the joints are to be properly summered and not to exceed 17 mm. (⅔″) in thickness, the joints to be truly radial to the curve at all points, great care to be taken that the rings are bonded together properly, whenever the joints of any of the rings come to a summering or plane face, all arches to be turned on centrings, preparing the lime mortar in lime miller, cantering/scaffolding, watering and all arch work when handed over to be perfectly clean and free from all mortar stains etc. complete.For arches & vaulted roofs. |
| 20 | Providing 12 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 1½:1 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. |
| 21 | Providing ornamental / artwork plaster 12 to 18 mm thick Lime Plaster in single coat in lime mortar 1½:1 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. For Art Work Plaster |
| 22 | 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. |
| 23 | Providing and grouting with lime and fine screened sand slurry in proporation of (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 finesand paste in proporation of (1:1) properly from down side, filling the slurry in cracks or holes including all necessary. |
| 24 | Dutchman repairs of stone sections that severely distressed, reinstallation of new Black basalt stone piece to match existing stone as a fascia of minimum 75mm depth of similar colour and texture and size. The size of the stone piece would be approx. of 150 x 300mm. The fixing of the new stone would employ mortar grout and anchoring technique after neatly cutting out damaged stone profile using one of the following tehnniques: a) Stainless steel pins of 6mm dia threaded at end. b) Helifix treatment. |
| 25 | 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. |
| 26 | Providing Lime Pointing to brick 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. |
| 27 | Providing and fixing Stone Paving, Second Sort in lime mortar 1:1½, with size of stone 60 cm. x 45 cm. x 15 cm., 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 | Providing Block In Course Masonry of trap / granite stones in Lime mortar 1:1½ with size of stone 60 cm. x 45 cm. x 15 Cm. in plinth 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 face of stones shall be rough-tooled, rustic (with or without chisel draft, except at quoins), or chamfered as specified, the beds and joints of all ashlar stones to be dressed perfectly true, square and full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6″), the stones shall be set in 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 17.5 cm. (7″) in height, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, bailing out water, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 29 | Providing and fixing inposition Guard Railing as per Drg. No. 15 Type Cdt. 20-4-79, with 3 rows of 50 mm dia. G.I.pipe 30 cm apart and fixed in M.S. channels of section 125x65x6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45x30 cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. |
| 30 | Disposing off / conveying the dismantelled materials of stone masonry / brick masonry/ concrete/ debris/ excavated material / soil murrum / rubbish material or vegetation / grass / shrubs etc. from site to 5 Km as directed by Engineer incharge |
| 31 | Removing the existing cement/Lime plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. Please Enable Macros to View BoQ information |
