Delhi University has published Repairs The Damaged Sun Shed , Wall Plaster , Man Holes At Gwyar Hall , University Of Delhi. Submission Date for this Tender is 25-02-2020. Building Work Tenders in North Campus Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: Repairs the damaged sun shed, wall plaster, man holes at Gwyar Hall, University of Delhi. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | BI01010001010000000000000515BI0100001112 | 1.5 | cum |
| 2 | 2 | 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). | BI01010001010000000000000515BI0100001113 | 1.5 | cum |
| 3 | 3 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001114 | 10 | sqm |
| 4 | 4 | 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. | BI01010001010000000000000515BI0100001115 | 200 | kg |
| 5 | 5 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | BI01010001010000000000000515BI0100001116 | 10 | metre |
| 6 | 6 | 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) | BI01010001010000000000000515BI0100001117 | 1 | cum |
| 7 | 7 | 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. | BI01010001010000000000000515BI0100001118 | 150 | kg |
| 8 | 8 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | BI01010001010000000000000515BI0100001119 | 1 | cum |
| 9 | 9 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) | BI01010001010000000000000515BI0100001120 | 30 | sqm |
| 10 | 10 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster | BI01010001010000000000000515BI0100001121 | 20 | sqm |
| 11 | 11 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001122 | 10 | sqm |
| 12 | 12 | Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Ordinary cement finish using ordinary cement | BI01010001010000000000000515BI0100001123 | 80 | sqm |
| 13 | 13 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter | BI01010001010000000000000515BI0100001124 | 20 | metre |
| 14 | 14 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe | BI01010001010000000000000515BI0100001125 | 20 | metre |
| 15 | 15 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 150 mm diameter | BI01010001010000000000000515BI0100001126 | 20 | metre |
| 16 | 16 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | BI01010001010000000000000515BI0100001127 | ||
| 17 | 16.01 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg\n(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001128 | 2 | each |
| 18 | 17 | Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001129 | 1 | metre |
| 19 | 18 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | BI01010001010000000000000515BI0100001130 | 130 | sqm |
| 20 | 19 | 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. | BI01010001010000000000000515BI0100001131 | 10 | cum |
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