|
| 1 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. dsr 2023 i.no 15.59 |
| 2 | 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) DSR 2023 I.NO-6.1.1 |
| 3 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) dsr i.no 4.1.3 |
| 4 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) dsr 2023 i.no 13.4.1 |
| 5 | Providing, laying spreading & compacting of granular sub base by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix in placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. |
| 6 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80mm rubber mould GREY (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2023-24 |
| 7 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80mm rubber mould Coloured (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2023-24 |
| 8 | 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 . All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum . DSR 2023-24 I.NO 5.33.1.1 |
| 9 | 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. DSR 2023-24 I.NO 5.22.6 |
| 10 | Cartage of dismentled material 5km distance UPPWDSOR 2023-24 S.NO 3 page .no. 16A (interlock tile) |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. dsr 2023 i.no 2.6 |
| 12 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and roiling 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 etc, lead upto 50 m and for all lift: dsr 2023 i.no 2.3 |
| 13 | supply and laying 3.5 kg hardner per Sqm on cement concrete surface dewatering and finishing with all necessary T&P SR (Sanetion rate) |
| 14 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). dsr 2023 i.no 4.1.8 Please Enable Macros to View BoQ information |
