WBPWRD/AE/LHSD/NIT-04/26-27_1

Protection of embankment by closely driven 150mm diameter Eucalyptus Bullah in Double Row, each of 4500 mm total length, driven 3000mm length into ground @ 350 mm center to center keeping 1500mm length above ground, including fittings of three numbers half split 100 mm diameter eucalyptus bullah Runner, along full length of the walling including 100mm diameter eucalyptus bullah tie of 1500 mm. in length, fitted @ 1500 mm center to center with Tie-post anchoring by driving 100mm diameter eucalyptus bullah Tie post of 1500mm in length, 1200 mm length driven into ground on the road side @ 1500mm centre to centre, 1 (one) coat coal tarring on Eucalyptus bullah used complete as per direction including the cost of supplying eucalyptus bullah, nails, bolts, wires, etc. and labour charges for cutting bullah, driving charges for driving ballah into ground, fitting, fixing charges for Runner & Tie, including excavation charges, carriage & labour charges all complete in all respect as per direction of Engineer-in-Charge

Filling empty Cement bags with dry earth or sand,stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but including cost of earth and gunny bags.

Earthwork in excavation from borrow pits (land owned / arranged by the Agency) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 5000 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Stack measurement) i) In ordinary soil.

Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling (by Hand Roller) all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with klin rubbish screening : ][using 1.09 m3 of Jhama metal and kiln rubbish]

GST @ 18.00% over Sl. No. 1 to Sl. No. 22

LWC @ 1.00% over Sl. No. 1 to Sl. No. 23