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| 1 | Dismantling pump house |
| 2 | Earthwork in excavation in foundation in ordinary soil including lift up to 1:5 meer( 5ft) and lead upto 30 m ( 100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treenches or into the plllnth and removal and disposal of surplus earth as direction by the Engineer- in- charge upto a distance of 30m(100ft) from the foundation trenches. SI No 252 |
| 3 | Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work SI No. 281 |
| 4 | R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B,W.G.G.I. binding wire and including necessary crentering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of the work. binding wire cost being included in the item. SI. No. 284(NS) |
| 5 | Mild steel or iron in plain work such as R.C.C. / R.B.(when not included in over all rates) wrought to requied sape as necessary including bending for proper completion of the work and including supply of steel , its wastage and hooks and authorised overlapping shall be masaured. SI. No. 504 |
| 6 | First class brick work in 1:6 cement and Coarse sand mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work. As per SOR 303(NS) |
| 7 | First class brick work in 1:6 cement and Coarse sand mortar in Superstructure plinth including supply of all materials, labour and T&P etc. required for proper completion of work. As per SOR 303(NS),308&309. |
| 8 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. |
| 9 | Providing and applying white cement based putty of average thickness 1 nimm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete As per DSR itern 13.80 |
| 10 | Wall painting with premium acrylic emulsion paint of interior grade, havingVOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brandand manufacture, including applyingadditional coats wherever required to achieveeven shade and colour. As Per DSR Item 13.83 |
| 11 | Supply of M.S. Steel 18 gauge (1.25mm) pressed steel door chaukhat including S/F of iron hinges of 100x3 mm I.S.I. Mark with drilling holes for L-drop and pipes 15x12mm cleats for tower bolt and 40x6 mm hold fast 230mm long including supply of all materials labour T&P carriage upto site required for proper completion of work as per direction of E/IC. (b) Same as Item (a) above but with 6 hinges. |
| 12 | Supply and fixing of flush doors, commercial quality conforming of I.S. 2202 part-1 (1983) including ISI marked oxidized iron fitting with screws, Bolt Hinges,Handles,Siliding bolt, Door Stopper and tower bolt etc. 32 mm Thick |
| 13 | Light fitting including supply of all material T & P. |
| 14 | 2.50 cm thick 1:2:4 plain cement concrete floor with cement, aproved coare sand and 2 cm graded approved stone laid in panels finished with 3 mm flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 cm thick base concrete consisting of cement, local sand and brick ballast 4 cm gauge in the proportion of 1:4:8 and removing any over lappign mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc. required for proper comletion of the work. as per item 601. |
| 15 | Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 5Km Carted. |
| 16 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2. |
| 17 | Providing and laying of interlocking concrete block pavement having thickness 80mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B). (S.I. No. 34) Chapter 25 |
| 18 | Iron Make 3 Inch Pipe line for filling the water Tanker for water supply (Full set with stand and valve) rate lump sum |
| 19 | Valve hole Cover |
| 20 | Site Clearance |
| 21 | GST 18% Please Enable Macros to View BoQ information |
