Scheduled Caste Sub Plan(SC-SP)

Earthwork in excavation for road 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 upto a lead of 50 m, dressing of sides and base filling in trenches with excavated suitable material as per Tech. Specification 305 MORD, 304 MORTH. This rate including cost of all labour charges and other incidental charges etc., complete as per SS and as directed by the departmental officer incharge of work. RBR - EECD - 5 / i (Manual Means)

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

Earthwork in excavation for road 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 upto a lead of 50 m, dressing of sides and base filling in trenches with excavated suitable material as per Tech. Specification 305 MORD, 304 MORTH. This rate including cost of all labour charges and other incidental charges etc., complete as per SS and as directed by the departmental officer incharge of work. RBR - EECD - 5 / i (Manual Means)

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

Vibrated reinforced cement concrete M 30 using 20 mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR - FNDN 4 / g for COVER SLABS

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded - BLD - CSTN - 2 / 19.

Vibrated P.C.C. grade M 30 (Design Mix) MORTH 12.8 B using 20 mm graded 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. and as directed by the depermental engineers in charge. RBR-FNDN-4G-F-i-Road Approaches

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

Carting away of excavated earth/ debris to a lead of 3 Km. The rate including Loading,Unloading charges by manual means including idle Hire chrages of trucks.