CC DRAIN

Dismantling of excsling structures like culverts, bridges, retaining walls and other structure scaffolding of masonry, cement concrete, wood work, steel work, including TAP and aing whenever necessary, sorting the dismantled material, disposal of unserviceable tertar and stacking the serviceable material with af ifts and lead of 1000 m as per

Earth work excavation for structures as per drawing and lectrical specificaions clause 205 1 ncluding settin out, construction of shoring and bracing, removal of stumps and other deletenous material and disposal upto a lead of 50m 304 MORTH and bottom and back 50m dressing of sides an thes with excavated suitable material as per Technical Specification 305 MORD ing in bencher

Carting away the surplus excavated sarth from the work site with a lead of 1.00 Km beyond initial lead including loading, unloading, conveyance and stacking charges etc, complete

Balling out witer from the trenches with oil engine driven pump sets, including hire charges, and wages for Driver and Helper upto 5HP capacity pumps-1 HPH

Collection supply and filing of Stone Crusher Dustless than 10% including cost and conveyance of all materials labour charges watering and compacting complete as per SS.under Bed Concrete

Providing concrete for plain cement concrete (M10) 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 of MORTH for Sidewalls for bed concrete.

Providing concrete for plain cement concrete (M10) 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 of MORTH for Sidewalls

Plasteing with CM (1:4), 12 mm thick including Cost & Conveyance of all materials and labour charges for mixing and curing etc., Complete as per S.S.

Providing concrete for plain/reinforced concrete (M20) 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 of MORTH for culvert slab Brain Led

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per 10 approved designs and drawingsinforming grance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126)

Vibrated cement concrete M 30 grade design mix using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate operational charges of all T&P etc., complete for finished item of work as per MoRT&H 11 conforming to table 1000-2) including cost, ting, curing etc., including all other incidental and specification and as directed by the Engineer-in-Charge for C.C Approaches.