Tender For Reconstruction Of Dhakerwa Nankar To Taparpurwa Link Road Including 5Year Maintenance - Providing ,Laying ,Spreading And Compacting Stone Aggregates Of 22.4-53 Mm Size To Water Bound Macadam Specification Including Spreading In Uniform Thicknes, lakhimpur-Uttar Pradesh

Reconstruction of Dhakerwa Nankar to Taparpurwa Link Road including 5year maintenance - Providing ,Laying ,spreading and compacting stone aggregates of 22.4-53 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density 2 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam mix with 3.50% emulsion and 1% cement (ETA) specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 3 Providing and applying tack coat withVG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom . 4 Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat. 5 Providing and laying seal coat C Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 6 Constructionof un-reinforced, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with 7 Construction of Shoulder with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 8 Routine maintinance Charge upto 5 years for any defect/damage found after construction of all works i/c restoration of concrete pavement and Drain, shoulders, culverts road furniture etc. complete as per direction of E/I First Year - 0Second Year - 9 Third Year - 10 Fourth Year - 11 Fifth Year - 12 Routine maintinance Charge upto 5 years for any defect/damage found after construction of all works i/c restoration of Bituminoussurface, shoulders, culverts road furniture etc. complete as per direction of E/I First Year - 0Second Year - 13 Third Year - 14 Fourth Year - 15 Fifth Year -

INR 2715 /-

INR 1.49 Crore /-