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| 1 | ITEM-SS Bus Shelter Dimension Design, Fabrication, Supply of Stainless Steel Bus Shelters 6.00 m long and width not less than 2.50 m, made of stainless steel 304 gradetubular structure. Column Assembly-Curve tubular Section 75 mm X 75 mm 2 inch MS frame structure of back support of glass (toughen)., ROOF-Roof covered with 8 mm multi wall poly carbonate sheet Trussed roof along with roofing in multi wall polycarbonate sheet of approximate dimension of 6m x 2.50m Cladding -Wall Cladding with 1 mm ACP sheet on the right supporting pillar & roof top of bus shelter. False ceiling with 1 mm ACP sheet Bench-1750mm Long SS 304Grade bench with FRP sitting support system Light-Ten number of vandal resistance LED lights IP 67, recomonded brand Philips/Bajaj etc. Solar Setup -Providing 1kw solar panel with on grid solar invertor to Solar panel set up with led light and charging port for mobile charging. Accessories -M 16x900mm Long GI J Bolts, 8 Nos. per Column Casted In RCC Foundation 3 Nos.350x150x10mm Thick MS Lower base Plate casted with RCC Foundation as template for J Bolt., 3 Accessories -M 16x900mm Long GI J Bolts, 8 Nos. per Column Casted In RCC Foundation 3 Nos.350x150x10mm Thick MS Lower base Plate casted with RCC Foundation as template for J Bolt. |
| 2 | AR / Cost of above items |
| 3 | AR / Installation work |
| 4 | AR / Civil work |
| 5 | AR / Providing laying spreading and compacting graded arregate to granular sab-base with close graded specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site laying in uniform on well prepared surface and compacting in vibratory roller to achive the desired density complete as per close 401(495 Tonne) 3706.94 |
| 6 | (AR) - Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in: Cement mortar 1.6 (1 cement: 6 coarse sand) |
| 7 | DSR/13.9.1 /Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.13.9.1 12 mm cement plaster 2023 |
| 8 | 13.61.1 DSR-23 /Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 9 | DSR/2023/16.91.2 - 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 50 mm 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.(1091.50x.7418=809.67) |
| 10 | DSR/2023/4.10 - 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) ( 410.85 X 0.7418 = 304.77 ) |
| 11 | DSR/23-13.80 - 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. (156.05x.7418=115.76) |
| 12 | 13.41.1 DSR-23 /Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 13 | DSR Code 2.2.1 - Earth work by mechinical/ manual in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m: All kinds of soil (0.7418x395.30 |
| 14 | MR /High Quality UV print 48700.00 |
