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| 1 | ITEMS TO BE EXECUTED |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil |
| 3 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 6 | Careful collection and removal of accumulated malba and construction debris from the monument's various floors, terraces, galleries, and inaccessible corners, including fallen masonry, lime fragments, plaster remnants, organic matter, and waste resulting from prior interventions or decay. Material to be collected manually or using suitable conservation-safe equipment, bagged, and transported for safe disposal as per site conditions and local guidelines. Includes loading, internal shifting, and lowering through chutes or manual transfer, ensuring no damage to historic surfaces. (Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.) |
| 7 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge. 15.7.4 In cement mortar |
| 8 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 9 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, 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. ( including Errection & dismental after work) |
| 10 | Provision for taking out loose and intervented lakhori brick carefully manually with a purpose of re-masonarty to conserve the structure and disposal of unserviceable material within 50 metres lead as per the direction of engineer-in charge ( in lime mortar or cement mortar) |
| 11 | Provision for lakhori brick work in two courses of 15-25 mm lime mortar 1:1/2:1/2 ( 1: Lime: 1/2 sand surkhi) mixed with composite material including supply of labour, material and T& P etc required for proper completion of the work. |
| 12 | Underpinning Lakhori brick masonry with Lime surkhi in 1:1:1(1 lime : 1 surkhi : 1 C sand) with adhessive materials like Gur, Belgeri, Gum including carriage of water and materials with in a lead upto 50m [cum] |
| 13 | Providing and laying of lime concrete in floor / terrace 10 to 15 mm brick ballast of well burnt ) mixed with 50% lime mortar in ratio of 1:1:1 (1-U.Katni lime ,1-surkhi, 1 C.sand ) with making slope as per site after removing of accumulated rubbish, including beating and treating with split bamboo and thappies till surface hardened for water tightening, including adding 2% solution of boiled water of Gum, Gur and bellgiri-fruit, complete within 200mt. lead and also rounding junctions with parapet wall etc. complete.. |
| 14 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 15 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 16 | \\"Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work\\" |
| 17 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 18 | Providing & laying 20 mm to 25 mm av. thick plain lime plaster on the boundary wall, pillars etc. with composite lime mortar 1:1:1 ratio (1 lime, 1 Surkhi 1 C.Sand,) mixed including supply of all materials labour T.& P.etc required for proper completion of work |
| 19 | Provision for pointing with composite mortar 1:1:1 mix (here 1 Lime : 1 Surkhi : 1 C. Sand). |
| 20 | Providing ornamental carving and moulding over the plastered surface as per approved design, ensuring smooth finish, uniform profile, and heritage character with lime plaster. |
| 21 | Provision for laying Tile brick on edge flooring with bricks of class designation 7.5 on a bed of 30 mm lime mortar (1:1:1 – 1 Lime : 1 Surkhi : 1 Coarse Sand), including filling the joints with same mortar, with common burnt clay non modular bricks [M2]. |
| 22 | Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 23 | Provision for laying lakhori brick on edge flooring on a bed of 30 mm lime mortar (1:1:1 – 1 Lime : 1 Surkhi : 1 Coarse Sand), including filling the joints with same mortar, with common burnt clay non modular bricks [M2]. Here the flooring must follow the existing desing and pattern |
| 24 | Provision for providing & applying the lime mortar grouting in consolidation of hollow or cracked masonry walls, arches, pillars, staircases, and foundation zones where cavity made with the help of the grouting machine or gun, including cost of material, labour cost, cartage, loading & unloading, curing etc. complete in all respect. |
| 25 | Provision for essential item required for work PVC sheet [RMT] [EACH] |
| 26 | PVC Pan( tasla) [EACH] |
| 27 | Hammer with handle 1kg [EACH] |
| 28 | Iron chisel 4\\",6\\", 8\\" [EACH] |
| 29 | PVC Bucket [EACH] |
| 30 | PVC Mug [EACH] |
| 31 | Wire & coir brush [EACH] |
| 32 | PVC Water tank 500Ltr [EACH] |
| 33 | Gum Boot PVC in pair [EACH] |
| 34 | PVC pipe 1\\" [EACH] |
| 35 | \\"Wooden handle (Fawra, Hammer) [EACH] |
| 36 | First Aid Box with Medicine [EACH] |
| 37 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 - 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 39 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 40 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 41 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:6 (1 cement : 4 coarse sand) |
| 42 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.1 1:3 (1 cement: 3 fine sand) Please Enable Macros to View BoQ information |
