Tender For Construction Of A Record Room, Additional Rooms, And Toilets; Tiling, Brickwork, And Masonry; Plastering Of Rooms; Application Of Ferrocement Concrete On Roofs; Distempering Of Internal Walls; Installation Of Glass And Mesh In Windows; And
Tender Overview
Project Description
Tender for Construction Of A Record Room, Additional Rooms, And Toilets; Tiling, Brickwork, And Masonry; Plastering Of Rooms; Application Of Ferrocement Concrete On Roofs; Distempering Of Internal Walls; Installation Of Glass And Mesh In Windows; And Laying Of Interlocking Pavers Within The Premises Of The Assistant Regional Transport Office In Mahoba District.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm DSR Vol-11 Code-15.23.1 |
| 2 | 1:2:4 (1 Cement:2 coarse sand (zone-III) derived from natural soures : 4 graded stone aggregate 20mm nominal size derived form natural sources)DSR Vol-1 Code-4.2.3 |
| 3 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS:2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 Cement : 6 coarse sand) 6.3.2 With Modular bricks DSR Vol-1 Code-6.4.2 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 7 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) DSR Vol-11 Code-13.1.1 |
| 8 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complet ( Size of Tile 600 x 600 mm ) |
| 9 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 10 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains of cross bands and face veneers on both faces of shutters: (9.21.1 35mm thck including ISI marked stainless Steel butt hinges with necessary screws.DSR Vol-1 Code-9.21 |
| 11 | Providing and fixing aluminium sliding door bolts, ISI Marked anodised (anodic coating not less the grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete DSR Vol-1 Code-9.96.2 |
| 12 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. verlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. as per DSR 2023 Code No-22.6 |
| 13 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work DSR Vol-2 Code-13.99.1 |
| 14 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour DSR Vol-2 Code-13.81 |
| 15 | Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR V-2 (13.44.1) |
| 16 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete DSR Vol-2 Code-13.80 |
| 17 | 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.Vol 1 10.25.1 MS Work for z section frame for windows (12.00Kg/Sqm) |
| 18 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not lessthan 10kg/sqm)DSR Vol-1 Code-14.5.1 |
| 20 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides.DSR Vol-1 Code-10.29.1 |
| 21 | Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow arrangement with specials of standardmake and mosquito proof coupling of approved municipal designcomplete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required : DSR Vol-11 Code-17.7.1 |
| 22 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps DSR Vol-11 Code-17.7.3 |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore DSR Vol1 Code-18.12.1 |
| 24 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore DSR Vol1 Code-18.12.2 |
| 25 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore DSR Vol1 Code-18.12.3 |
| 26 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for DSR Vol-2 Code-18.48 |
| 27 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore DSR Vol1 Code-18.18.1 |
| 28 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore DSR Vol1 Code-18.52.1 |
| 29 | Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia, nominal bore as per DSR 2023 Code No-18.17.1 |
| 30 | Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufactrurer) of 1st uality conforming to IS: 15622 of approved make in colours such as white, lvory, grey, fume red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete. DSR Vol-1 Code-11.37 |
| 31 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade completeDSR Vol-1 Code-8.31 |
| 32 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (110 mm diameter) |
| 33 | Providing and fixing oxidised M.S. handles, approved quality & make with necessary screws etc all complete. : 125 mm. |
| 34 | Appling a coat of residual petroleum bitumen of grade V-10 of approved quqlity using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. ) DSR V-1 (4.13) |
| 35 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m as directed by Engineer-in- charge. DSR Vol-1 Code-2.1.1 |
| 36 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR V-1 (2.27) |
| 37 | 1:4:8 (1 Cement:4 coarse sand (zone-III) derived from natural soures : 8 graded stone aggregate 40mm nominal size derived form natural sources)DSR Vol-1 Code-4.1.8 |
| 38 | Providing and Laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and MORD Technical Specification Clause 1504.Having > 40 MPA Compressive Strength Please Enable Macros to View BoQ information |
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