SPECIAL REPAIRS TO ROAD AT 5075 COY ASC (COMP) AND P-87 AND RESURFACING OF ROAD APPROX 500 MTR FROM EQUIPMENT PARK GATE TO 68 AD BTY MT PARK VIA TRG CELL AT 46 AD REGT AT MILITARY STATION BHUJ UNDER GE (A) BHUJ

Scarifying or picking gravelled, macadam or bitumen macadam surfaces exceeding 50 mm deep and area not exc 100 deep area not exceeding 400 Sqm all as specified and directed.

Material and labour for preparing unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud sweeping with brooms and finally fanning the cleaned surface with air compressor to remove all loose dirt and applying evenly a priming /tack coat with bituminus primer at 7.5 Kg /10 Sqm of surface using paving bitumen complete.

Material and labour for n exc 75 mm thick bituminous, macadam laid/rolled and compacted to by using 8 to 10 tonne power road roller to required camber and gradient required gradient and camber (Consolidated thickness 75mm or less) using hot mix plant & mechanical paver with @ 4% (paving bitumen (VG-30) Grade ) binder content by weight of total mix, rolled and compacted by using 8 to10 tonne power road roller to required camber and gradient complate all as specified and directed. Note: Soft stoes such as lime stones, sandstone, slatestone etc will not be allowed to be incorporated in the work.

Material and labour for preparing existing black top surfaces b brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc applying evenly a priming/tack coat of VG-10 grade paving bituminous primer at 2.5 Kg per 10 Sqm with mechanical spray complete all as specified and directed.

Material and labour for laying and consolidating bituminious Premixed ashphaltic semi dense concrete, 30mm consolidated thickness with 5.5% binder content by weight of total mix by using paving bitumen (VG- 30 Grade) any penetration rolled and compacted to required camber and gradient etc with mechanical paver and rolled with 8 to 12 tonne power roller and all as directed complete.

Material and labour for preparing bituminous surfaces of road and applying road marking paint 2.5 mm thick width n exc 15 cm with hot applied thermo plastic road marking paint like stop lines, dashes, arrows etc of approved colour conforming to BS 3262-1989 with 20% glass beads (intermixed) spread and laid by automatic mechanical machine engine at approx temprature of 160 degree celcius with special applicator machine all as per manufacturers instruction complete all as specified and directed.

Supply and fixing in repair solar delinators of 1000X47 mm made of polycarbonate and toughened aluminium body height 145 mm diameter 80mm comprises of 4 super LEDs which give 360 degree viewing solar panel 2.5 V 120 mm (approx) 1.25 V rechargeable battery 1 No and mounted on MS pipe of 50 mm duly powder coated anti theft steel net of size 700mmX50mmX100mm incl removal of existing complete all as specified and directed by Engr-in-Charge.(Note: Excavation for bed block of size 150X150X200 mm filling with concrete 1:3:6 and cleaning of the area shall be included in the rate quoted)(make: Dark eye, 3M, OSCAR, BP)

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm X 100mm X 20mm with PAMA striplens reflector of model No DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions including taking out old cat eyes and removal from site etc complete all as specified and directed.

Supply and fix solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 60mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 Watt, one NI-ed rechargeable battery (1.2V/ 1600 MA) consisting of six super bright LED with 10,000 mcd to 18,000 mcd completed as per manufacturers instructions including taking out old cat eyes and removal from site etc all as specified and directed. (Make: Dark eye,3M,OSCAR,BP)

Demolition of cement conrete of any description and in any position (unreinforced) in ground floors/ paving not exceeding 15 cm thick (below or above GL) complete all as specified and directed.

Material and labour 100 mm thick plain cement concrete type D 2 1:4:8 (using 40 mm grade stone aggregate) as in sub base complete all as specified and as directed by Engr-in-Charge.

Material and labour for 80 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc of required strength thickness & size/shape, made by table vibratory method using PU mould laid in required colour & Pattern over and including 50 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 specified and as directed.

Supply and fixing 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 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 as directed.