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| 1 | Cleaning of site for workable condition including disposal of malva from the site. |
| 2 | Dismantling Tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm.(Chapter No.15 DSR Code-15.23.2 Page No.241) |
| 3 | 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 lime mortar |
| 4 | Removal of Silt for Nala/Nali in liquid mud or faul position with special T&P including lead 30m and lift up to 3.00m etc. all complete. (As per Attached sanctioned rate analysis) |
| 5 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layervwith % tonne roller, or wooden or steel rammers, and rolling every 3rdand top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil |
| 6 | Cartage of Earth/Malva upto 8km distance etc all complete. (Chapter No.1 DSR Code-1.1.2 Page-83) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 Coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.10 Page-103) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (Chapter No.6 DSR Code-6.1.1 Page-127) |
| 9 | Cement plaster in Coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 Coarse sand) (Chapter No.13 DSR Code-13.4.1) |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 11 | Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30. (tiles I shape decided by Engineer-in-charge with ISI Mark)(Chater No. 20 Si.No.14E) |
| 12 | Re-Laying of I shaped precast interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) including 25mm thick loacal sand base levelling and ressing of surface to required level and slope, filling Joints with local sand all comlete work. including VAT (Chapter No.20 Si.No.19 New Item) |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 1:2:4 (1 cement : 2 Coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.3 Page-103) |
| 14 | S/F of manhole |
| 15 | Making ornamental 2D Painting with special design make by specialist painter laying of two coat birla white putty and design by asian paint including all material etc. all complete. (NN Approved) |
| 16 | Supply of Pre-cast RCC Slab size 900x500x150mm etc all complete. (As per Market Rate) |
| 17 | Fixing of R.C.C Slab etc all complete. (NS) |
| 18 | Sub Total |
| 19 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 20 | Grand Total |
