Delhi University has published Repair Of Car Shed At C-15 Maurice Nagar , University Of Delhi. Submission Date for this Tender is 11-02-2021. Shed Construction Tenders in North Campus Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: Repair of car shed at C-15 Maurice Nagar, University of Delhi. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | BI01010001010000000000000515BI0100001112 | 10 | cum |
| 2 | 2 | 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 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001113 | 10 | cum |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | BI01010001010000000000000515BI0100001114 | ||
| 4 | 3.01 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | BI01010001010000000000000515BI0100001115 | 1 | cum |
| 5 | 3.02 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). | BI01010001010000000000000515BI0100001116 | 5 | cum |
| 6 | 4 | Providing and laying damp-proof course 40mm\r thick with cement concrete 1:2:4 (1 cement : 2\r coarse sand derived from natural sources): 4\r graded stone aggregate 12.5mm nominal\r size derived from natural sources) | BI01010001010000000000000515BI0100001117 | 10 | sqm |
| 7 | 5 | Making plinth protection 50mm thick of cement\r concrete 1:3:6 (1 cement : 3 coarse sand derived\r from natural sources : 6 graded stone aggregate\r 20 mm nominal size derived from natural\r sources) over 75mm thick bed of dry brick ballast\r 40 mm nominal size, well rammed and\r consolidated and grouted with fine sand, including\r necessary excavation, levelling & dressing &\r finishing the top smooth. | BI01010001010000000000000515BI0100001118 | 18 | sqm |
| 8 | 6 | 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)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | BI01010001010000000000000515BI0100001119 | 3 | cum |
| 9 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for | BI01010001010000000000000515BI0100001120 | ||
| 10 | 7.01 | Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001121 | 4 | sqm |
| 11 | 7.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001122 | 6 | sqm |
| 12 | 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001123 | 300 | kg |
| 13 | 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001124 | 6 | cum |
| 14 | 10 | 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 : Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001125 | 17 | cum |
| 15 | 11 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Sal wood | BI01010001010000000000000515BI0100001126 | 0.03 | cum |
| 16 | 12 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 30 mm thick | BI01010001010000000000000515BI0100001127 | 2.25 | sqm |
| 17 | 13 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood | BI01010001010000000000000515BI0100001128 | 2.25 | sqm |
| 18 | 14 | 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 : | BI01010001010000000000000515BI0100001129 | ||
| 19 | 14.01 | 200x10 mm | BI01010001010000000000000515BI0100001130 | 2 | each |
| 20 | 14.02 | 150x10 mm | BI01010001010000000000000515BI0100001131 | 2 | each |
| 21 | 15 | 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 : 100 mm | BI01010001010000000000000515BI0100001132 | 8 | each |
| 22 | 16 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001133 | 1000 | kg |
| 23 | 17 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces | BI01010001010000000000000515BI0100001134 | 6.75 | sqm |
| 24 | 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 | BI01010001010000000000000515BI0100001135 | 100 | kg |
| 25 | 19 | 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) : 25 mm thick | BI01010001010000000000000515BI0100001136 | 25 | sqm |
| 26 | 20 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | BI01010001010000000000000515BI0100001137 | 3 | sqm |
| 27 | 21 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | BI01010001010000000000000515BI0100001138 | 1 | each |
| 28 | 22 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick | BI01010001010000000000000515BI0100001139 | 32 | sqm |
| 29 | 23 | 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 | BI01010001010000000000000515BI0100001140 | 3.2 | metre |
| 30 | 24 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. | BI01010001010000000000000515BI0100001141 | ||
| 31 | 24.01 | Single tee with door 110x110x110 mm | BI01010001010000000000000515BI0100001142 | 1 | each |
| 32 | 24.02 | Bend 87.5° 110 mm bend | BI01010001010000000000000515BI0100001143 | 1 | each |
| 33 | 25 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm | BI01010001010000000000000515BI0100001144 | 4 | each |
| 34 | 26 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | BI01010001010000000000000515BI0100001145 | 65 | sqm |
| 35 | 27 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) | BI01010001010000000000000515BI0100001146 | 75 | sqm |
| 36 | 28 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster | BI01010001010000000000000515BI0100001147 | 35 | sqm |
| 37 | 29 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001148 | 40 | sqm |
| 38 | 30 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | BI01010001010000000000000515BI0100001149 | 25 | sqm |
| 39 | 31 | 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. | BI01010001010000000000000515BI0100001150 | 100 | sqm |
| 40 | 32 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats | BI01010001010000000000000515BI0100001151 | 100 | sqm |
| 41 | 33 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | BI01010001010000000000000515BI0100001152 | 80 | sqm |
| 42 | 34 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet | BI01010001010000000000000515BI0100001153 | 80 | sqm |
| 43 | 35 | Disposal of building rubbish / malba / similar unserviceable, 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. | BI01010001010000000000000515BI0100001154 | 15 | cum |
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