SPECIAL REPAIR TO ROAD FROM SQUASH COURT GATE TO VI GATE ALONGWITH CONNECTED ITEMS AT MCEMEUNDER GE MCEME SECUNDERABAD

M&L bituminous premixed semi-dense asphaltic concrete 30 mm consolidated thickness with 5.5 % binder content using paving bitumen of grade VG-30 penetration by weight of total mix laid using mechanical paver, rolled and compacted to required gradient and camber using power roller of capacity exc. 8 tonne but not exc. 12 tonne power roller and including preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bag to remove loose dirt and applying evenly a priming / tack coat with bitumen primer at 5 Kg per 10 Sqm using paving bitumen over existing black top surfaces complete all as specified and directed.

M&L for repair to pot hole of any depth exc 30 mm and n.exc. 1.00 sqm each and including sweeping free from dust and mud water, scouring sunken surface in road etc, cutting around edges to at least 25 mm in depth making good by applying tack coat at 5 kg per 10 sqm putting in premixed bitumen macadem, well rammed and sealed with binder 9.8 kg per sqm, blinded with 0.09 cum stone chippings, 6.3 mm size and again will rammed (including supply or premixed macadam, binder and chippings) complete all as specified and directed.

M&L consolidated thickness 75 mm or less, premixed bituminous macadam laid, spread using mechanical paver with 4% binder content by weight of total mix, using paving bitumen binder of grade VG-30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exc. 8 tonne but not exc. 12 tonne and including scarifying the existing surface and applying evenly a priming/ tack coat with bitumen primer at 10 Kg per 10 Sqm using paving bitumen complete all as specified and directed.

M&L preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10 cm 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 instructions complete all as specified and directed.

S&F in repairs cat eye solar reflective type of metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed.

S&F in repairs solar cat eye aluminum alloy shall (100 % water proofing design according to 65) of size 125 mm x 125 mm x 25 mm (shank 65 mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600 MA) consisting of super bright LED with 10,000 to 18,000 mcd as per manufactures instructions complete all as specified and directed.

S&F in repair metal tubular delineator made out of ABS round body and including fitted with 2 Nos. 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45 / 50 mm bore MS pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection and embedding in PCC 1:2:4 (150 x 150 x 300 mm) type B1 with necessary excavation complete all as specified and directed

M&L brick work with fly ash, modular bricks straight or curved on plan exc. 6 m mean radius built in CM 1:6 and including demolition complete all as specificed and directed.

M&L 10 mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed

M&L 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), and 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 and including demolition complete all as specified and directed.