WORK NO. 03 RAJA MAHENDRA NAGAR RADHA RAMAN GLOBAL SCHOOL SE LEKAR DR. SAHAB KE MAKAN TAK RCC ROAD V NALI KA NIRMAN KARYA

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.

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)

Providing and laying design mix cement concrete of M-25grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note: Cement content considered in M-25 is @ 330Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.

Providing, laying spreading & compacting of granular sub base (GSB) by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n 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. Analysis rate

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 2022-23

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

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

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) dsr 2023 i.no 13.4.1

Supply & laying of hadner 3.5 Kg per Sqm on Concrete Surface. Requred For Proper Completion of the work. As per Direction of Engineer-In-Charge.

Cartage of dismentled material 3km distance including loading & unloading etc. all completeUPPWDSOR 2022-23