Panchayat Raj Engineering Department Tender

CC ROAD AND SIDE DRAINS;Granular sub-base/base/surface course with local materials (Table 400.13) i.e., Naturally occurring gravel by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD including overhead & Contract profit but excluding GST

CC ROAD AND SIDE DRAINS;Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, But excluding GST

CC ROAD AND SIDE DRAINS;Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20 respectively and and spreading in uniform layers with tractor grader on prepared surface and copacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD,305 MoRT&H by using machinery including all over heads , and Contractors profit ,But excluding VAT & Seignarage charges, etc, complete.

CC ROAD AND SIDE DRAINS;Construction of Plain Cement Concrete Pavement , over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC ROAD AND SIDE DRAINS;Construction of Sub Base by providing well graded material STONE DUST and Spreading in uniform layers including watering and tamping etc complete as per technical specification incluidng cost and conveyance of all materials and all labour charges etc complete.

CC ROAD AND SIDE DRAINS;Granular sub-base/base/surface course with local materials (Table 400.13) i.e., Naturally occurring gravel by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD including overhead & Contract profit but excluding GST

CC ROAD AND SIDE DRAINS;Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, But excluding GST

CC ROAD AND SIDE DRAINS;Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20 respectively and and spreading in uniform layers with tractor grader on prepared surface and copacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD,305 MoRT&H by using machinery including all over heads , and Contractors profit ,But excluding VAT & Seignarage charges, etc, complete.

CC ROAD AND SIDE DRAINS;Construction of Plain Cement Concrete Pavement , over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC ROAD AND SIDE DRAINS;Construction of Sub Base by providing well graded material STONE DUST and Spreading in uniform layers including watering and tamping etc complete as per technical specification incluidng cost and conveyance of all materials and all labour charges etc complete.

CC ROAD AND SIDE DRAINS;Granular sub-base/base/surface course with local materials (Table 400.13) i.e., Naturally occurring gravel by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD including overhead & Contract profit but excluding GST

CC ROAD AND SIDE DRAINS;Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, But excluding GST