Scheduled Caste Sub Plan(SC-SP)

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 1501.2.2 M30 (Grade), coarse and fine aggregates, 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 and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, Sealent, Primer, near approaches to bridge / culvert and construction joints, admixtures as approved, curing for 14- days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. RBR-CCPV-5

Collection, supply, spreading of crusher stone dust and rolling with hand roller, watering, consolidated charges, all labour charges, spreading charges etc., complete as per SS and as Directed by Departmental officer incharge of the work for road base. BLD - CSTN-2-8

Vibrated Plain Cement Concrete M20 grade (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)Drain Bed-With out Form Work

Drain Side Walls-With Form Work

Collection, supply, spreading of crusher stone dust and rolling with hand roller, watering, consolidated charges, all labour charges, spreading charges etc., complete as per SS and as Directed by Departmental officer incharge of the work for road base. BLD - CSTN-2-8

Vibrated Plain Cement Concrete (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)-BED-WITH OUT FORM WORK

Vibrated Plain Cement Concrete (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)-SIDE WALLS-WITH FORM WORK

Vibrated Plain Cement Concrete (1:2:4) nominal mix for plain concrete in open foundations using 20 mm graded size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4-A-V-(i) (WITH & WITH OUT FORM WORK)-QUENET-WITH OUT FORM WORK

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 1501.2.2 M30 (Grade), coarse and fine aggregates, 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 and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, Sealent, Primer, near approaches to bridge / culvert and construction joints, admixtures as approved, curing for 14- days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. RBR-CCPV-5