Tender For Construction Of Road In Balaji Nagar Iii, kota-Rajasthan

Tender For Construction Of Road In Balaji Nagar Iii; Sure! Here’s your text rewritten with proper spacing, punctuation, and clear sentence structure: --- **1. Construction of Embankment** Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope, and compacting to meet the requirements of Tables 300-1 and 300-2, with a lead up to 50 m as per MoRTH Specification Clause 305.3. --- **2. Construction of Granular Sub-Base** Construction of granular sub-base by providing well-graded material, spreading in uniform layers with Tractor Mount Grader on a 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 MoRTH Specification Clause 401. --- **3. Wet Mix Macadam (WMM)** Providing, laying, spreading, and compacting graded stone aggregate to Wet Mix Macadam specification, including premixing the material with water at OMC in a 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 a smooth wheel roller of 80 to 100 kN weight to achieve the desired density. Includes lighting, barricading, and maintenance of diversion, etc., as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. --- **4. Construction of Plain Cement Concrete Pavement (PQC)** Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 602.2.2 (M30 Grade). Coarse and fine aggregates shall conform to IS: 383, with a maximum size of coarse aggregate not exceeding 31.5 mm. Concrete shall be mixed in a mixer of not less than 0.5 cum capacity with an appropriate weigh batcher using approved mix design. Laying shall be done in approved fixed side formwork (steel channel), including laying and fixing of 150-micron thick polythene film, wedges, and steel plates. The formwork shall be leveled as per drawing. Concrete shall be spread with shovels and rakes, compacted using needle, screed, and plate vibrators, and finished in a continuous operation. Includes provision of contraction and expansion joints, applying debonding strips, primer, and sealant near approaches to bridges/culverts and construction joints. Use approved admixtures as required. Curing of concrete slabs shall be done for 14 days using water finishing to the required lines and grades as per drawing and MoRTH Specification Clause 602, including vacuum dewatering process with all required equipment. *(Note: Dowel bars will be paid separately.)*

INR 3500 /-

INR 1.32 Crore /-

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