Civil Work

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means a) upto 3 m depth (i) With pumping out water including shoring as required

Filling properly the empty sausage crates wlth boulders of any slze & shape with hand packing after preparatìon of bed of placement, placing the crate In position, cartiage of boulders from road stacks with a lead upto 150m etc. complete In all respect including stitching the rest of the crate with wite (passage for filling filling up the crate with boulders and boulders) after launching the crate In posltlon if necessary and as directed by the ingineer-in charge

Boulder Apron Laid in Wre Crates Providing and laying of bou lder apron laid in wire cates made with 4mm dia Gl wire conforming to IS: 280 & 15:4825 in 100mm x 100mm mesh (weaved diagonally) ineluding 10 per cent exta for laps and ioints laid with stone boulders weighing not less than 40 kg each. In Nzxalbari-Ambar Road

Ordinary Cement concrete (rx 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and| reinforcement,if any, in ground fioor as per relevant IS codes I(b) River bazree

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using 5.0o approved stout props wlh wooden planks/ply wood/steel sheet plate with requlred bracing for any kind of plain or relnforeed mone. works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate 1s inclusive of fiting, fuine and strilans out after completlon of work as per speaificaton and direction. (b) Where staging ils not requlred."

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bunch of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials

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