Indian Institute Of Technology-IITB has published Tender For Making Prefabricated Temporary Room For Shifting Of Kendriya Bhandar From Ip Apartment To Other Location At West Campus Iit Delhi. Submission Date for this Tender is 02-04-2024. Building Work Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1) EARTH WORK |
| 2 | 1.1) Earth work in excavation by mechanicalmeans (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. |
| 3 | 1.1.1) All kinds of soil. |
| 4 | 1.2) Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift |
| 5 | 1.3) Excavating,supplying,stackingand fillingof localearth(includingroyalty)by mechanical transport upto a lead of 5km also including ramming and watering of the earthin layers not exceeding 20 cmin foundation, trenches, plinth, sides of foundation etc. complete for all lift. |
| 6 | 1.4) Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. |
| 7 | 1.5) Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 in and lif upto 1.5m. |
| 8 | 1.5.1) All kinds of soil |
| 9 | 2) CEMENT CONCRETE (CAST IN SITU) |
| 10 | 2.1) Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 2.1.1) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 2.1.2) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | 2.2) Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 14 | 2.3) Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 15 | 3) REINFORCED CEMENT CONCRETE |
| 16 | 3.1) 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 : |
| 17 | 3.1.1) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 18 | 3.2) Centering and shuttering including strutting, propping etc. and removal of form for |
| 19 | 3.2.1) Foundations, footings, bases of columns, etc. for mass concrete. |
| 20 | 4) MASONRY WORK |
| 21 | 4.1) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 22 | 4.1.1) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 23 | 4.2) Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 24 | 4.2.1) cement mortar 1:4 (1 cement : 4 coarse sand) |
| 25 | 5) WOOD AND P. V. C. WORK |
| 26 | 5.1) Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) |
| 27 | 5.1.1) 300x16 mm |
| 28 | 5.2) Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : |
| 29 | 5.2.1) 125x64x2.50 mm |
| 30 | 5.3) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 31 | 5.3.1) 300x10 mm |
| 32 | 5.4) Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 33 | 5.4.1) 125 mm |
| 34 | 6) STEEL WORK |
| 35 | 6.1) Steel work in built up tubular (round, square or rectangular hollow tubesetc.)trussesetc.,includingcutting,hoisting,fixingin position and applying a priming coat of approved steel primer, including welding andbolted withspecial shaped washers etc. complete. |
| 36 | 6.1.1) Hot finished welded type tubes |
| 37 | 6.2) 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. |
| 38 | 6.2.1) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 39 | 7) FLOORING |
| 40 | 7.1) Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 41 | 7.1.1) 25 mm thick |
| 42 | 8) FINISHING |
| 43 | 8.1) Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 44 | 8.1.1) 12 mm cement plaster |
| 45 | 9) Dismantling and Demolishing |
| 46 | 9.1) Disposalofbuildingrubbish /malba /similarunserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 47 | 10) ROAD WORK |
| 48 | 10.1) Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 49 | 10.2) Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 50 | 10.2.1) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 51 | 11) ALUMINIUM WORK |
| 52 | 11.1) Providing and fxing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottomandsideswithrequiredEPDMrubber/ neoprene gasket etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing I paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 53 | 11.1.1) For fixed portion |
| 54 | 11.1.1.1) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 55 | 11.1.2) Forshuttersof doors,windows&ventilatorsincluding providing and fxing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 56 | 11.1.2.1) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 57 | 11.2) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 58 | 11.2.1) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 59 | 11.3) Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 60 | 12) WATER SUPPLY |
| 61 | 12.1) Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 62 | 12.1.1) 80 mm dia nominal bore |
| 63 | 13) COMPOSITE PANEL WORK |
| 64 | 13.1) Providing and fixing of customized 50mm thick PPGI Puff panel for wall( Sandwiched with high density polyuretharene foam in between two pre painted galvanised iron sheet panel made of 0.50mm thick JSW sheet 40+/- 2kg/cubic meter density as per Manufacturerspecifications) and fixing door of size 1.80x2.10 mtr with the same material as of wall including all fittings & fixtures for locking arrangement and including making provision for opening for doors, windows, ventilators. electrical conduits, switch boards etc and cutting to size and shape wherever required complete in all respect at all level including loading unloading and cost offrame structure support of wall etc. as per direction of Engineer-In-Charge.( Note :- Rates are inclusive of GST, all taxes & cartage etc. and the payment shall be made based on the actual exposed finish area (one side only) of the panel with reduction of opening of door/ window / ventilator) |
| 65 | 13.1.1) 50mm thick PPGI Puff panel for wall |
| 66 | 13.2) Providing and fixing customized 40/63mm thick corrugated PPGI Puff panel for roof ( Sandwiched with high density polyuretharene foam in betweem two pre painted galvanised iron sheet panel made of 0.50mm thick JSW sheet 40+/- 2kg/cubic meter density as per Manufacturerspecifications) with proper roof slope including necessary flashing, fittings & fixtures and cutting to size and shape wherever required complete in all respect at all level including loading unloading and cost offrame structue support of roof purlins, rafters and trusses etc. as per direction of Engineer-In-Charge .( Note :- Rates are inclusive of GST, all taxes & cartage etc and the payment shall be made based on the actual exposed finish area (one side only) of the panel.) |
| 67 | 13.2.1) 40/63mm thick corrugated PPGI Puff panel for roof |
| 68 | 13.3) Providing & fixing sliding wheel roller set of approved make or equivalent in aluminium sliding window shutters for opening and closing as per direction of Engineer-in-charge. |
| 69 | 13.4) Providing & fixing crescent lock of approved make or equivalent in aluminium sliding window shutters for opening and closing as per direction of Engineer-in-charge. |
| 70 | 13.5) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 71 | 13.5.1) Two or more coats on new work |
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