CWE/P-42/2026-27

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed.

Add to (or deduct from) last item for every 3 cm or part thereof above or below 15 cm average depth complete all as specified and directed.

Removing excavated material n. exc.50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed

Rolling and consolidating formation surface in cutting to required level, gradient or camber with exc 8 ton & not exc 12 ton power roller including watering as required filling in bollow sand depressions which occure during the process of rolling complete all as specified and as directed.

M&L soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surfaces formed and rolled and consolidated with 8 to 12 tonne power roller to gradient and camber required all as specified and directed.

M&L for 150mm thick (compacted thickness) WBM in two layers of 75mm thick each layer, with coarse aggregates of limestone, sand stone, flint or quartzite stone of grading 2 (63 to 40mm size) or 3 (50 to 20mm size), spread,watered, rolled and consolidated to gradient and camber required rolled with 8 ton to 12 ton power roller and consolidated to required gradient and camber, complete all as specified and as directed.

M&L for continuous brick edging with old size bricks (whole size brick) with width equal to the width of the brick laid dry on end vertically incl. excavation in earth work in any type of soil and removal of surplus soil to a distance n. exc. 50m, complete all as specified and directed.

M&L for premix bituminous macadam (design mix) with 4% of binder content by weight of total mix using paving bitumen VG-30 mixed in mechanical hot mixed plant and premixed material laid with mechanical paver finished including rolling to required camber and gradient (consolidated thickness 75 mm or less) with 8 to 12 tonne power roller to required compaction, complete all as specified and directed. Note: Contractor shall quote his rates by considering binder content as 4% of the total mix by weight. However in case of any variation in the weight of binder as per actual mix design, the same shall be adjusted at supply only rate of bitumen all as per sample kept in GE office and as directed.

M&L for Preparing the newly water bound macadam surface by brushing with wire brushes for removing caked mud vegitation grass etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 @ 10 Kg / 10 Sqm and bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness using crushed graded stone aggregate mixed with binder content of paving bitumen VG-30 with 5.5% binder contents by weight of total mix by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 Tonne capacity power roller including preparation of bitumen carpet in digital computarized weigh batch hot mix plant, complete all as specified and directed. Note: The quantity of bitumen shall be provided as per Design mix approved by GE. (The cost of transportation of the material to the Govt approved lab and design mix charges shall be borne by the contractor). for the purpose of quoting, the contractor shall consider 5.5% binder by weight of total mix. However, the work shall be executed as per approved design and price adjustment shall be done only for variation (plus or minus) in quantity of binder priced at supply only rate of bitumen (as per purchase voucher of main producer).

M&L for Providing and laying at or near ground level factory made kerb stone of M-20 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.