CC DRAIN

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH

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. 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. (for ordinary soil) Road Sectioning

Collection and spreading of Crusher Dust including cost and conveyence from source to site and labour charges for loading unloading filling and consalidation charges etc complete as per ss

Vibrated P.C.C. grade 1:2:4 (Nominal 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-V-i-(with and without form work) For Drain Bed

Vibrated P.C.C. grade 1:2:4 (Nominal 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-V-i-(with and without form work)Side Walls

Vibrated P.C.C. grade 1:2:4 (Nominal 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-V-i-(with and without form work)Quenet

R.C.C. grade M 30 Design Mix, using 20 mm Graded Metal (MORTH 12.8 G) 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-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. FE 500