Construction of Antu Sangipur Road KM 19 to Rushha Link Road

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Granular Sub-base with Well Graded Material (Table 400.1)/ (A) By Mix in Place Method / Construction of granular subbase by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. / (i) For Grading I Material incluidng labour cess,Royalty. Quarry from Shankargarh (Excluding GST)

Water Bound Macadam Sub-base/base / (3) WBM Grading 3 / Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. / (B) By Mechanical Means incluidng labour cess,Royalty. Quarry from Shankargarh (Excluding GST)

Cement Concrete Pavement - Construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Excluding GST)

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to stite, spreading, grading to required slope and compacted to meet requirement of table no. 300-2 with lead upt 1000m as per Technical specification cluase 303.1 .as per direction of E/I incluidng labour cess,Royalty (Excluding GST)

Earth in excavation in ordinery soil for foundation and tranchage lead up to 30M. And lift upto 1.5M. (Excluding GST)

Providing and laying of granular subbase by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. / (i) For Grading I Material (Excluding GST)

Cement concrete 1:3:6 with 40 mm guage brick ballast fine sand & cement. MORD Specification. 802, 803, 1202 & 1203 (Excluding GST)

Supply and Laying of 600 MM HP NP3 into foundation, keeping in to proper alignment, fixing of collar with 1:2 Cement and coarse sand mortar and jute etc. rquired for protect jointing including-putting/shifting of pipes to foundation etc. and all labour T&P, Material, etc. required for proper completion of work. (Excluding GST)

First Class 150 Brick work in 1:4 cement and fine sand of 1.25 FM modulous mortar in foundation and plinth including supply of all materials, labours and T&P etc. required for proper completion of the work. As per MORD specification 11.5 I (600, 1200) (Excluding GST)