Special repair recarpeting of road network Infront of P293 P296 MES pump No1 AC27 and panel room in MES installation at Mil station Suranussi under AGE I Suranussi

Amount

M&L for repair to pot holes any depth not exceeding 1 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in road path etc cutting around edges, at least 25mm in depth and making good by applying tack coat using paving bitumen VG-10 @ 5 Kg per 10 Sqm, putting in semi dense asphaltic concrete well rammed and sealed with binder using paving bitumen @ 9.8 Kg per 10 Sqm blinded with 0.09 cum stone chipping 6.3mm size and again well rammed (including supply of premixed macadam binder and chippings) and compacted to required gradient with 8 to 12 tonne power road roller, depth of pot hole exceeding 30mm complete all as specified and directed.

M&L for 75 mm thick WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated with 8 to 10 ton power road roller to gradient and camber required using granite, trap or basalt stone. complete, all as specified and directed.

M&L for preparation of WBM surfacess by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally faming the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with paving bitumin @ 10 Kg per 10 sqm, 40 mm thick (consolidated thickness) semi dense asphaltic concrete with 5.5% binder content, VG-30 by weight of total mix laid with mechanical paver rolled and compacted to required comber and gradient with pneumatic roller. Complete all as specified and directed.

M & L for premix bituminous macadam laid, rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumen VG-30 @ 4% by weight of total mix, complete, all as specified and directed .

M& L for Preparing old existing black top surfaces by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all dirt and loose material applying evenly a tack coat with paving bitumen VG-10 @ 5kg/10 sqm of road surface, laying Semi dense bituminous premix asphaltic concrete 30mm thick consolidted thickness with 5.5% binder content of bitumen VG-30 by weight of total mix laid using mechanical paver, and rolled to a uniform smooth surface with 8 to 10 ton power road roller to required camber and gradient, complete, all as specified and directed. Note for item No. 3 to 5: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver.

M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS-3262-1989 with special applicator machine all as per manufacturers instruction and accordance with manufacturers specifications, complete, all as specified and directed.

Demolition os stone slabs and tiles, laid, bedded and pointed in any mortar of any description or any thickness as in floor pavings, all as directed.

M&L for 100m thick cement concrete, type D-2 1:4:8 using 40mm graded stone aggregates as in sub base, complete, all as specified & directed.

M&L for machine pressed precast concrete interlocking paver block of required shape & size, confirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement and with pigment laid in required colour & pattern over and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand., complete, all as ditected.

All as per description of serial item No. 9 above but interlocking paver block of 60 mm thickness and M-35 grade

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5 mm), including making drainage opening wherever required complete, all as specified and directed.

KAMAL AGGARWAL (BID ID -3487441)