Scheduled Caste Sub Plan(SC-SP)

Earthwork in excavation for drains 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

Plain Cement concrete (1:4:8) with concrete mixture nominal mix for plain concrete in open foundations using 40 mm nominal size Graded 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.-Main Drain/Culvert Bed

Vibrated plain cement concrete (1:3:6) M10 Using 40mm 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-I-i for drain bed (WITH OUT FORM WORK)-Main Drain BED

Vibrated plain cement concrete M20 Design Mix using 40mm 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. WITH FORM WORK-Main Drain Body Walls

Vibrated Plain Cement Concrete M20 grade (1:2:4) nominal mix for plain concrete in open foundations using 20 mm nominal size graded 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) FOR 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.