SPECIAL REPAIRS TO ROAD FROM MALL ROAD TO BSO COMPLEX, JN COLONY JCOS/ ORS SF ACCN, ARROUND BLDG NO 92,95 AND 96 AT FTP MD ACCN AT CARRIAPPA VIHAR (JCOS/ ORS MD ACCN) AND IN FRONT OF P-15, 72 AND 73 OF IML UNDER GE KAMPTEE.

Amount

Repairs to pot holes any depth, not exceeding 1 sqm each including sweeping free from dust with mechanical equipment and mud or water, scoring sunken surfaces in roads, paths etc., by using pressure air ,cutting around edges to at least 25mm in depth, making good by applying tack coat at 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm blinded with 0.09 Cum of stone chippings 6.3mm size and again well rammed (including supply of premixed bituminous macadam, binder and chippings), depth of pot holes exc 30mm using paving bitumen complete all as specified and as directed by Engineer-in-Charge.

Material & Labour 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 to remove all loose dirt and applying evenly a tack coat with bituminous primer by using paving bitumen (VG-30) @ 5 kg per 10 Sqm on existing black top surfaces/ on existing surface before laying of asphaltic semi dense concrete/ premixed bituminous mecadam, complete all as specified and as directed by Engineer-in-Charge. Note: The work shall be executed by using mechanical sprayer.

M&L for bituminous premixed asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content (minimum) by weight of total mix using paving bitumen (VG-30) any penetration rolled and compacted to required camber and gradient by using 8 to 10 tonne power roller complete all as specified and as directed by Engineer-in-Charge. Note: The work should be executed by using hot mix plant and mechanical paver.

M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tonne power roller consolidated thickness with paving bitumen (VG-30) any penetration laid/ rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) using binder content of 4% by weight of total mix, complete all as specified and as directed.

M & L preparation of road surface and applying thermoplastic reflective paint in marking of minimum 2.5 mm thick single coat as in center line and edge line road marking of 150/100 mm width using 'HOT MARK' thermolastic modern propelled road marking machine as directed including all ingredients such as binder, glass beads Titanium dioxide calcium carbonate inter fillers thermoplastic requirement for glass beads shall be the table No. 800.4 of MOST specification including spraying of glass beads etc., all as per manufacture instructions and as directed by Engineer-in-Charge.

S&F aluminium road stud of size 100mmx100mmx20mm reflective, mocroprismatic (red/yellow/white) with MS zink coated nails of size 12 mm dia and 120 mm long having both as sides (dual direction ) high impact ABS 3 Nos containing 7 heads each i.e 42 heads in retro reflector etc., complete aluminium coated of approved quality, as per manufacturer's instructions, complete all as specified and directed.

S&F regular delineators made out of MS pipe of 75mm dia with powder coating/stove enamelled, 120 cm long with 3 Nos 100 mm wide prismatic/commercial AVERY DENISON 3M USA grade reflective sheeting colour coding as approved and provided with reinforced mesh, as per manufacturer's instructions, with & including necessary earthwork's cement concrete as in foundation/ filling etc.,as in repairs, complete all as specified and directed by Engineer-in-Charge.

S&F solar road studs pf size 125mm x 125mm x 25 mm aluminium alloy & polycarbonate stud (Red/yellow LEDs) 3+3 LED's with shank in tough aluminium diecast body with stem , complete as per MOST/IRC specifications and manufacturer’s instructions, as in repairs, complete all as specified and directed by Engineer-in-Charge.

Material and Labour for 100mm thick cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in sub base to floor finished even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC 1:2:4 Type B-1 (using 20 mm graded stone aggregate), as in side stops of paver blocks/roof kerbs or mud stops, round or chamfered on edges and finishing surfaces even & fair, complete all as specified and as directed.

M&L for 60mm thick, rubber finish on top, M-35 grade, machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 laid over 30mm thick stone dust screed/cushion, with grey cement and pigment complete all as specified and as directed.

Surface dressing not exceeding 15cm deep and and averaging upo 100 cm deep and getting out in soft/loose soil for road side berms to required gradient complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material/soil to a distance not exceeding 50m depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed by Engineer-in-Charge.

M&L for approved moorum/red bajari, in road berms, spread thickness 100mm, rolled and consolidated to gradient and camber required with light roller of capacity not less than 0.50 tonne complete all as specified and as directed by Engineer-in-Charge.

chronicle enterprises

vidhamal&sons

S K G ASSOCIATES

SETH CONSTRUCTION COMPANY

Meet Road Lines

Asha Enterprises

Bidder Name

Meet Road Lines

chronicle enterprises

SETH CONSTRUCTION COMPANY

vidhamal&sons

Asha Enterprises

VIJ ASSOCIATES

S K G ASSOCIATES