CWE/P-51/2025-26

M&L for surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and as directed.

M&L for surface dressing n exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and as directed.

M&L for rolling and consolidating formation surfaces in cutting with 8 ton to 12 ton power roller to required compaction, complete all as specified and as directed.

M&L for 200mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber 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 150mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber 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 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 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 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.

S&F in factory made retro reflective road sign board comprising of 2 nos 2 mm thick aluminium sheet plates of size 1200 x 800 mm fixed back to back in 40 mm bore stainless steel pipe frame incl. legs with aluminium/ stainless steel rivets and flats of suitable size. Both the plates to be provided with computerised cut directional arrows, alphabets, lines and symbols etc with white colour reflective tape with font size and thickness as directed over Dennison HIP base green reflective background sheets. Top height of boards with legs from ground level minimum 2.5m including embedding in PCC 1:2:4 type B-1 blocks of size 45x45x60 cm including excavation, all as per sample kept in GE office and as directed by Engr-in-Charge.

M&L of new/ old black top surface road surface and applying one coat of retro reflective thermoplastic road marking paint 2 mm thick for longer durability with 8% glass beads using special applicator machine with heating arrangement upto 160 degree celcius. Paint material shall be conforming to Ministry of surface transport (MOST) specification 803.4 Vol - I as laid down in specification of road / bridge work "third revision" after cleaning surfaces, complete all as specified and directed.