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| 1 | Bill of Quantity Following Civil work (under revenue/ non-assets type budget head) in IUAC Campus: (i) Repair of broken wall dado tile & pointing of tiles on West side external wall of Auditorium Building (ii) Repair of existing name signage board ( 2 nos.) on Auditorium Building (iii) Through Cleaning of glass facade at front side external side entry door area of Auditorium building (iv) Repair of broken sewer line in front of Hostel Building and main road (v) Making of rain water chamber and connection with existing chamber in front of S-Side entry door of Main Building (vi) Construction of Sewer chamber along RCC pipe near Septic tank of Housing area (vii) Repair of entire room along with repair of Sample mounting table in Room No. 324 (Low temperature Lab) (viii) Making wider channel on existing culvert & civil repairs in RWD drain near STP (ix) P/F MS Storage Rack along with PVC shutter in Pelletron Lab area & other misc. works within campus. S.No Description of Items Unit Qty. Rate Amount |
| 2 | Pointing to existing GRC / stone tile / brick work in external wall cladding (up to height of 20 meter) including raking out the existing loose and deteriorated material, cleaning the joints thoroughly and re-pointing with tile grout mortar with approved grout admixture LATICRETE Cement Grout - 600 Series Unsanded Grout, or equivalent to improve plasticity, reduce water–cement ratio, counteract natural settlement and plastic shrinkage, and enhance stability and cohesion of the grout, complete in all respects. The item shall also include refixing of loose tiles wherever required, execution at all heights, including necessary scaffolding, tools, tackles and safety arrangements, as per standard specifications and directions of the Engineer-in-Charge. Type of pointing: Flush / Ruled / Struck / Weathered as to be directed by IUAC Engineer. |
| 3 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia. M.S. tube, placed 1.5 meter center to center, 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 from the ground level to heights platform shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 4 | Providing & Fixing GRC Tiles/extruded clay tile of size 230 x 75 x 12mm for wall cladding work over an underlayer of 12mm cement plaster (1:3) furring the under layer with scratching tool and jointing with grey cement slurry @ 3.3kg per sqm, and forming uniform groove of size 5mm including cost of scaffolding up to 15-meter height etc. complete as per direction of Engineer-in-charge. Approved Brand Terrafirma, Eco vision, Birla White GRC, and Everest GRC. The item shall also include the cost of providing and maintaining necessary scaffolding, green protective cloth/netting around the work site to prevent environmental pollution, all required tools and tackles, and adequate safety arrangements for workers and the public, strictly in accordance with standard specifications and as directed by the Engineer-in-Charge. |
| 5 | Dismantling tile work (For thickness of tiles 10 mm to 25 mm) in floors and verticals walls (up to height of 15-meter height) laid in cement mortar including stacking material within 500 meters lead as instructed by Engineer-in-Charge: |
| 6 | Cement concrete work (for repair of floor/wall etc.) with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size), all complete as directed by by Engineer-in-Charge. |
| 7 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade at all heights as per direction of Engineer-in-Charge: One or more coats on old work |
| 8 | Cleaning of the entire external glass façade, ACP cladding/granite surfaces, stainless steel members, and columns supporting the façade system on the exterior walls of the Auditorium Building with including semi spherical, arch shape area, up to height of 15 meter by deploying adequately trained and skilled manpower. The work shall be carried out using approved cleaning materials, soap solution, tile/facade cleaning chemicals, tools, plants & machinery (T&P), jet spray systems, safety equipment, spider kits, scaffolding/rope access systems, etc., as required at site and in accordance with the specifications, safety norms, and terms & conditions of IUAC. The work shall be executed under close supervision and to the complete satisfaction of the IUAC Engineer-in-Charge, including all incidental works necessary for proper completion of the job and cleaning of facade up to permissible scope and satisfactions. Note: Any damage or breakage to glass panels or other façade components occurring during execution of the work shall be made good by the agency at its own cost, to the satisfaction of the Engineer-in-Charge. |
| 9 | Providing and carrying out façade maintenance works for prevention of leakages during monsoon season, including removal of existing old/damaged silicone sealant from glass joints, stone cladding joints, and ACP joints, and refilling with approved Dow Corning DC-789 silicone sealant of appropriate colour matching the existing façade, strictly as per the manufacturer’s standard maintenance procedure and technical guidelines as detailed in the product brochure.The item includes providing and fixing backer rods of suitable diameter, masking tapes, surface preparation, cleaning of joints, and all other incidental materials and consumables required to complete the work in a proper and workmanlike manner. The work shall be executed using suitable tools, plants, equipment, safety arrangements, and skilled manpower, and shall include cleaning of the work area after completion. The quoted rate shall be inclusive of all materials, labour, equipment, tools & plants (T&P), and any other incidental charges, complete in all respects, as directed by the IUAC Engineer-in-Charge and to his complete satisfaction. Note: Any damage or breakage to glass panels or façade elements caused during execution of the work shall be made good by the agency at its own cost, to the satisfaction of the Engineer-in-Charge. |
| 10 | 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in charge. All kinds of soil |
| 11 | 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 up to 50 m and lift up to 1.5 m, as directed by Engineer- in charge.: Ordinary Rock |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks in cement mortar (1:6) of class designation 7.5 in foundation & plinth |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks in 1:6 of class designation 7.5 in superstructure above plinth level |
| 14 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand(zone-III): 4 graded stone aggregate 20mm nominal size). |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, chazza, cantilever, walls (any thickness) Columns, piers, abutments, pillars, posts and struts ETC. |
| 16 | Filling available excavated earth (excluding rock) /malba 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 200 m and lift up to 1.5 m. |
| 17 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 18 | Providing and laying in position cement concrete of 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) grade. |
| 19 | Providing and laying in position cement concrete of 1:2:4 (1 Cement: 2 coarse sand (zone-III): 4 graded stone aggregate 40 mm nominal size) grade. |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | Reinforced cement concrete work in walls (any thickness), floors 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, including cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | P/F 15 mm cement plaster of 1:4 (1 cement: 4 coarse sand) on brick work |
| 23 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 24 | Demolishing brick work / cement Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix concrete manually/ black toping road surfaces by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in - charge. |
| 25 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position including 2 or more coats of enamel paint over primer coat all complete as per direction of IUAC Engineer. |
| 26 | Steel work including use of chequered/ MS plate (wherever and whatever thickness required) , either stay at masonry work or welded in built up sections/ framed work/ making storage shelves including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and two coats of enamel paint of approved make and colour etc. as required.: In stringers, treads, landings & partition wall etc., all complete as per direction of IUAC Engineer |
| 27 | P/F 100 mm UPVC waste pipe supply including all fitting. This includes jointing of pipe & fittings/fixture with one step PVC solvent cement as per direction of Engineer-in-Charge. |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 29 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, molding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red as per Engineer-in-Charge. |
| 30 | Providing edge molding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge: Granite work |
| 31 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board, 18 mm thick one side white color and other side of board laminated with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non-toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) Polymer Composite) solid plain white color board,6 mm thick for backing of cup boards and bathroom/kitchen cabinets and aluminum door etc. of required size comprising of virgin polymer of K value |
| 32 | Providing & fixing decorative high pressure laminated veneer/sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick |
| 33 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain white color board,6 mm thick for backing of cup boards and bathroom/kitchen cabinets and aluminum door etc. of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non-toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of Engineer-In- Charge. (Note: stainless steel screws shall be inclusive in above item, not to be paid separately) |
| 34 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. |
| 35 | Providing and fixing bright /matt finished Stainless Steel handles 100mm of approved quality & make with necessary screws etc. all complete. |
| 36 | Providing and fixing magnetic catcher, triple strip vertical type of approved quality in cupboard/ ward robe shutters, including fixing with necessary screws etc. complete |
| 37 | Providing and fixing special quality chromium plated brass cupboard locks 40mm with six levers of approved quality including necessary screws etc. complete. |
| 38 | Providing and fixing powder coated telescopic drawer channels 450 mm long with necessary screws etc. complete as per directions of Engineer in-charge. |
| 39 | Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless-steel rollers to run inside C or E aluminum channel section. |
| 40 | Providing and fixing bright finished 100 mm mortice lock with 6 levers of approved quality for doors, with necessary screws etc. complete as per direction of Engineer- in-charge. |
| 41 | Providing and laying Non-Pressure NP-3 class (Medium duty) R.C.C. pipes ,450 mm Dia, including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc. complete |
| 42 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 43 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 44 | Applying priming coats with water thinnable cement primer on wall surface having VOC content less than 50 grams/liter of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. |
| 45 | Finishing walls with Premium Acrylic Smooth exterior paint old work (one or more coats applied @ 0.83 ltr/10 sqm). with Silicone additives of required shade |
| 46 | Applying 2 or more coats of silicone water-repellent additive, suitable for building material ESASIL or equivalent approved brand and manufacture, having content siloxane for concrete tile surface after proper cleaning, removing stains on auditorium external wall for preventing water entering through porous tile surface complete as per direction of IUAC Engineer. Note: - (1) The elevational area of the scaffolding from the ground level to heights platform shall not be measured separately for payment under this item. (2) The payment will be made once only for execution of all items such as tile fixing, silicone coating etc. for such similar items works. |
| 47 | Providing and fixing PVC doors/sliding door with hollow PVC panels & M.S. tubular frame MS tube medium gauge tube including 2 coats of enamel paint on M.S. tubes over one coat of primer.: PVC Door: PVC door, single or double leaf with hollow panels of size 78mmx20mm. The door shutter frame will be made of electric resistant welded semi – bright steel tubes of 1.02mm wall thickness, with minimum 1 inch thick with tolerance according to I.S. 4923 – 1968. M.S. Box of 150mm x 40mm of 18-gauge sheet will be fixed in the steel frame to act as a lock rail to house the mortise lock. The door will be held in position by means of 3 MS hinges per shutter. The steel frame of shutter will be filled with PVC panels (or partly glazed) which will be held in position on the outer side with PVC angles 12mm x 20mm screwed to the frame & M.S. box and on the inner side with PVC beading screwed to the frame work with (No. 6) self-tapping steel screws fixed at suitable intervals. |
| 48 | Replacement/Repair/Refixing of retro reflective overhead name signage on existing building name boards, made up of aluminum sheet & MS structure, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 of 3M /Avery Dennison and Orafol brand approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in required /approved colour combination back ground and with high intensity grade, pasted to be on additional 4 mm thick ACP sheet (aluminum composite panel), substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts & nuts @ 300 mm center to center all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the both sides of existing aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge. Note: Structural frame work for two name boards including aluminum plate is existing on site and Retro reflective sheet along with ACP sheet base along additional MS support to be provided under the same item's scope. Rectangular area of the ACP sheet only shall be measured for payment). Contractor may see the site before quoting rate to see the actual condition of work/site. The height where board/signage is fix are approx. 9 meter & 15 meters from the roof surface but approx. 20 meters from G.L. No extra payment to be made later for special arrangement to be made at such height for fixing board/signage. |
| 49 | Hire charges for hire the Hydraulic Excavator (3D) of minimum of 1 cum bucket capacity or Front-end loader 1 cum bucket capacity (incl POL) including driver and fuel and all overhead and cost expenditure complete in side of IUAC Complete (for minimum of 6 hours in single day) Total (Excluding GST) GST to be paid extra as applicable |
