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| 1 | 15.7 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. 15.7.4 In cement mortar |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.6 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 5 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for (5.9.1 Foundations, footings, bases of columns, etc. for mass concrete ) |
| 6 | 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 7 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Dewatering of site |
| 10 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled orwaste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete asper directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours formovement/ plying of load carrying motor vehicle of 3.5 cum or more. S.I No 1.1.18 |
| 11 | Cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material T&P etc. required for proper completion of work. S.I No 279 (a) |
| 12 | Ist class brick work in found 1:4 cement and c/sand mortar including supply of All material labour T&P etc all complete n.s.305 |
| 13 | 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 smooth S.I No 13.4 |
| 14 | Linear Delineator System (LDS) Supply & fixing of Linear Delineator Sylstem (LDS) paneis made of Micro prismatic 019 Reflective sheeting type XI duly laminated on thin aluminium on thin aluminium foil to a unique corrugated shape to provide Retro Reflection acress wide range of observations and external angles. Eatch LDS panel should be of nominal length of 33 firmly fixed on existing concrete/brick work with 16 Nos. fatner/Screw as per IRC 79-2019 Please Enable Macros to View BoQ information |
