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| 1 | Raking out Joints of stone masonry surface to the requied width and depth, with due care and precaution, by mechanical/manual means, including preparing and claening the surface for re-pointing/refilling of joints, including dispsal of rubbish to the dumping ground within 50 meter lead. |
| 2 | providing and fixing double scaffolding systen (cup lock type) on the exterior side of building/structure,upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as requirement of site, made with 40mm dia 40mm dia M.S. tube, placed 1.5 meter center to center,horizontal & vertical tubes joints wih cup & lock system with M.S. Tubes, M.S. tube challis, M.S clamps and staircase system in the scaffolding for working plaform etc. do........E/I |
| 3 | cleaning the sand stone surface and removing dirt,dust dropping,grease , oil , algae,fungus,monkey beats,vegetable growth etc, including providing, applying and washing the surface with Ammonia chemial of 5% solution and other chemical cleaning agent as approved by archaeological sarvey of india . do.........E/I |
| 4 | Providing and applying antifungal wash treatment using 3% solution of sdium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired location as per direction of Engineer-in- charge(The rate is inclusive of all materials & labours except scaffolding) |
| 5 | Ruled/ Flush pointing on Red stone masonry surface with lime surkhi and marble dust mortar in the ratio 1:1.5:1/2 {One lime:1.5 surkhi(50%red and 50% light yellow surkhi):1/2 marble dust}(The rate is inclusive of all materials & labours except scaffolding) |
| 6 | Ruled/ Flush pointing on Red stone masonry surface with lime surkhi and marble dust mortar in the ratio 1:1.5:1/2 {One lime:1.5 surkhi(15% dark red and 85% light yellow surkhi):1/2 marble dust}(The rate is inclusive of all materials & labours except scaffolding) |
| 7 | Appying two or more coat of Ethye silcate chemical as approved by archaeolgical survey of india /Engineer -in -charge, of approved brand and manufacture, with brush or spary on existing stone masonry surface till there is no absorotion od chemical by stone surface,including protecting the applied surface from direct sunlight by suitable means during application,all complete as per direction of engineer -in- charge .(The rate is inclusive of all materials & labours involved except scaffolding) |
| 8 | Applying beathable,non-rective, antifugal ,water repelant silane/siloxane chemical as approved by Archaeological survey of india /Engineer -in charge.of approved brand and manufacture ,diluted with solvent mineral turpentine oil in the ratio1:12(one part of approved chemical:12 parts of turpentine oil) on the existing sand stone masonary sutface with two coats to give uniform appliction of chemical on surface complete as per direction of engineer -in- charge .(The rate is inclusive of all materials & labours involved except scaffolding) |
| 9 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design,building specification and direction of E/I. |
| 10 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of materials , labour , royalty and taxes all complete as per specification and direction of E/I. ( Mode of measurement compacted volume. ) |
| 11 | Supplying and laying (properly as per design and drawing )rip-rap with good quality of boulders duly packed including the cost of materials,royalty all taxes etc.but excluding the cost of carriage, all complete as per specification and direction of E/I. |
| 12 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc.above plinth level upto to five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cemet : 1½ coarse sand (zone-iii) : 3 graded stone aggregate 20mm nominal size ) |
| 13 | Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15° landing,balconies, shelves, chajjas, lintel, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinfocement, with 1:1.5:3(1 cement : 1.5 coarse sand(zone-iii) : 3 graded stone aggregate 20mm nominal size) |
| 14 | Providing Tor steel reinforcement of 10mm and 12mm dia rods as per approved …...........do…..........TMT Fe 500(Only valid for Tata (Tiscon),SAIL,JSPL,Electrosteel Steels Ltd, Bokaro and Vizag(RINL) 5.5.5 (b) 10mm/16mm dia bar 20% |
| 15 | 5.5.5 (a) 10mm dia bar 40% |
| 16 | 5.5.4 (a) 8 mm dia bar 40% |
| 17 | Centering and shuttering including strutting, propping etc. and removal of from for Foundations,footings, bases of columns, etc. for mass concrete. |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 19 | Stone work (machine cut edges) for wall lining etc (veneer work) upto 10 meter height, backing filled with a grount of average 12mm thick cement mortar 1:3(1 cemet:2 stone dust) including pointing with white cemet matching the stone shade:(To be secured to the backing and the sides by maens of cramps and pins which shall be paid for separately): |
| 20 | 40mm fine dressed sand stone flooring overv 20mm (average) thick base of cemet morter 1:5(1 cemet:5 coarse sand) with joints finished flush |
| 21 | Ashok stambh pillar( red sand stone)dia-18\\" anf height-10'0\\"lamsum amount |
| 22 | CARRIAGE OF MATERIALS(i) SAND-LEAD-(14+1)km |
| 23 | (ii) CHIPS-LEAD-15 km |
| 24 | (iii) BOULDER-LEAD-15 km |
| 25 | (iv) CEMENT-31km |
| 26 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 27 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 28 | Earth filling in foundation trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 29 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 30 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 32 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 33 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 34 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 35 | Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) 30% of Total Steel |
| 36 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(a) 10mm (TMT coil Fe 500) (only valid for SAIL & TATA STEEL) 20% of Total Steel |
| 37 | (b) 12mm & Above (TMT coil Fe 500) (only valid for SAIL & TATA STEEL) 50% of Total Steel |
| 38 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 39 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 41 | Foundations, footings, bases of columns, etc. for mass concrete |
| 42 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 43 | Weather shade, Chajjas, corbels etc., including edges |
| 44 | Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 45 | 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. |
| 46 | CARRAIGE OF MATERIALSSand (14+1Km) |
| 47 | Stone Chips (15 Km) |
| 48 | Stone Metal (15 Km) |
| 49 | Bricks (15Km) |
| 50 | Cement (31 Km) |
| 51 | Steel (31 Km) |
| 52 | Add Gst 18% |
| 53 | Add LC 1% Please Enable Macros to View BoQ information |
