VMRDA FUNDS

Removal of wet silt and sludge by manual means from sullage drains with aid of baskets and vessels, LAB-00676

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including 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 - Dismantling Brick/Tile Work,RBR-STCL-5 Reinforced Cement Concrete and Prestressed Concrete

Cutting of Open Road Surface including cost of all labour charges complete etc.. And as directed by the department officers.

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 upto 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,RBR-FNDN-1

Conveyance of excavated earth to a lead of 3 kilometres beyond the initial lead including all labour charges and other incidental charges as per SS and as directed by the departmental engineer in charge of the work.

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

Supply & Placing PCC 1:4:8 mix (Cement:fine aggregate: coarse aggregate) using 40mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete for finished item of work and as directed by the engineer-in-charge of the work RBR-FNDN-4-V

Vibrated P.C.C. grade M 20 (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-B-ii

Vibrated PCC Grade M20 (Design Mix) (MORTH) using 20 mm Graded Metal, mechanically mixed, placed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH._RBR-SBST-5-III-ii