CD Works on Road

Sub Work : Construction of Road Dam at KM 1/300 to 1/500 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges.

Filling in foundation trenches with sand as per drawing and Technical specification Clause 305.3.9 MORD & 304 MORTH including overhead charges & Contractors profit etc., Complete but Excluding GST and seigniorage charges complete for finished item of work.

Providing concrete for Plain Cement Concrete corresponding to M10 grade open foundations using 40mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc., complete For levelling course.

Providing concrete for Plain Cement Concrete corresponding to M15 grade using 40,20&10mm metal (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 804, 805, 806, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc., complete For levelling course.

Construction of granular surface course by providing Well Graded material with Gr-III Material Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD as Base Course.

Providing Concrete for Plain Concrete CC (1:4:8) proportion (cement: fine aggregate: Coarse aggregate) using 40mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc.

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 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, as per design, mixed in 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. For Wearing course

Sub Work : 1000mm dia culvert at KM 1/500 to 1/600 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges.

Filling in foundation trenches / Pipe bedding with sand as per drawing and Technical specification Clause 305.3.9 MORD & 304 MORTH including overhead charges & Contractors profit etc., Complete but Excluding GST and seigniorage charges complete for finished item of work.

Providing concrete for Plain Cement Concrete corresponding to M10 grade open foundations using 40mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc., complete For levelling course.

Providing concrete for Plain Cement Concrete corresponding to M15 grade using 40,20&10mm metal (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 804, 805, 806, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc., complete For levelling course.

Providing and laying reinforced cement concrete 1000mm dia NP3 pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST & Seigniorage charges

Construction of granular surface course by providing Well Graded material with Gr-III, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD as Base Course.

Providing Concrete for Plain Concrete CC (1:4:8) proportion (cement: fine aggregate: Coarse aggregate) using 40mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc.

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 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, as per design, mixed in 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. For Wearing course

Sub Work : 1000mm dia culvert at KM 1/700 to 1/800 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges.

Filling in foundation trenches / Pipe bedding with sand as per drawing and Technical specification Clause 305.3.9 MORD & 304 MORTH including overhead charges & Contractors profit etc., Complete but Excluding GST and seigniorage charges complete for finished item of work.

Providing concrete for Plain Cement Concrete corresponding to M10 grade open foundations using 40mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc., complete For levelling course.

Providing concrete for Plain Cement Concrete corresponding to M15 grade using 40,20&10mm metal (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 804, 805, 806, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc., complete For Head walls and Parapet.

Providing and laying reinforced cement concrete pipe 1000mm dia NP3 pipes for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST & Seigniorage charges

Construction of granular surface course by providing Well Graded material with Gr-III, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD as Base Course.

Providing Concrete for Plain Concrete CC (1:4:8) proportion (cement: fine aggregate: Coarse aggregate) using 40mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawing and technical specification Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc.

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 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, as per design, mixed in 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. For Wearing course