Repairs to road alongwith road furniture in domestic area at AF Stn Utarlai

Amount

M&L for 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 bags/ air compressor blower to remove all loose dust/ dirt etc complete all as specified and directed.

M&L for applying evenly a priming/tack coat with bituminous primer @ 5 kg per 10 sq metre using paving bitumen VG-10 complete all as specified and directed.

M&L bituminous premix semi-dense asphaltic concrete 30mm thick (consolidated thickness) using paving bitumen VG-30 with 5.5% binder content by weight of total mix laid with self propelling mechanical power and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed. Note :- (i) In case the binder contents by weight of total mix is less than 5.5% as per actual design mix , the price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. If total binder contents as per actual design mix is more than 5.5%, no price adjustment shall be made for the same. (ii) Job mix formula for bitumenous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.

M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.

M&L for premix bituminous macadam with 4% bitumen binder of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) (using paving bitumen VG-30) by weight of total mix spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed. Note: (i) In case the binder contents by weight of total mix is less than 4% as per actual design mix , the price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. If total binder contents as per actual design mix is more than 4%, no price adjustment shall be made for the same. (ii) Job mix formula for bitumenous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.

M&L for marking 2.5mm thick painting of centre lines, dashes, arrows, letters etc. 10cm wide and over on road pavement (bitumeneous surface) as per IRC pattern using thermoplastic paint of approved quality and make with 8% glass beads using special applicator machine with heating arrangement upto 160 C complete all as specified and directed.

S&F metal tublar dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel 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 including embedding in PCC 1:2:4 (150x150x300mm) tupe B1 complete all as specified and directed.

S&F 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 complete all as specified and directed.

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

Demolition of un-reinforced cement concrete in ground floors and pavings n exc 15 cm thickness (below or above around level) of any description and in any position complete all as specified and as directed.

M & L PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) 100mm thick as in sub base all as specified.

M&L for Rubber moulded coloured with grey cement and no pigment precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness. M-35 Grade complete all as specified and as directed.

M&L Sand filling under floors or in foundations including watering and conslidation complete all as specified and as directed.

M&L for Pre-cast cement concrete type B1 1:2:4 (using 20mm aggregate) as in Kerb stone and setting in cement mortar 1:4 complete all as specified and as directed.

M&L for one coat of synthetic enamel paint over primed surface on newly surface of concrete of any desription over 10cm grith or width, not otherwise described including prepartation and as directed by engineer-in-charge.

M&L for two coat of synthetic enamel paint over primed surface on newly surface of concrete of any desription over 10cm grith or width, not otherwise described including prepartation and as directed by engineer-in-charge.

Bhawani Construction Company

M/s godara infratech and power industries

M/S LAXMAN CONSTRUCTION COMPANY