81750 SPECIAL REPAIRS TO ROAD FROM TRISHAKTI GATE TO NDA CHOWK, AT NDA KHADAKWASLA UNDER GE (NDA) KHADKAWASLA

Amount

M&L for surface dressing n exc 15cm deep in soft / loose soil, incl removing of shrub, grass vegitation etc complete all as specified and directed by Engineer Incharge.

Scarifying or picking gravelled macadam or bituminous macadam surfaces in area in n.exc 400 Sqm and in n exc 50 mm deep and removing n exc 50m complete all as specified and directed by Engineer Incharge.

M&L for preparing the black top scarified surfaces by 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 and applying evenly a priming tack coat with bituminous primer (grade VG-10) at 5 Kg per 10 sqm etc complete all as specified and directed by Engineer Incharge.

M&L for premixed bituminous macadam (design mix) not exc 70mm in thickness (consolidated thickness) with 4% binder content of bitumen (grade VG-30) by weight of total mix, mixed with aggregate (as specified) in hot mix plant and laid, using mechanincal paver and compacted to required camber and gradient with 8 to 12 tonne power roller on prepared bituminous surfaces, complete all as specified and directed by Engineer Incharge.

M&L for bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix (i.e. bitumen 46.552 Kg per 10 Sqm and waste plastic as recommended 4.048 Kg per 10Sqm and bituminous binder (grade VG-30) as per IRC SP 98 2013. Premixed bituminous carpet 30mm thick SDAC graded composed of 12mm size [email protected] Cum per 10Sqm, 6mm size aggregate @0.216 Cum per 10Sqm and stone dust 0.081 Cum per 10Sqm, preheating aggregates to the required temperature and mixing with 4.048 Kg (8% of binder content) shreded plastic (processed plastic having shall be used for coating aggregate after heating ) and finally mixing with bituminous binder @ 46.552 per 10Sqm i.e. 92% standered bitumen (VG-30 grade) and complete all as per IRC SP 98:2013, laying using mechanical paver and compacted to required camber and gradient with 8 to 12 tonne power roller, complete all as specified and directed by Engineer Incharge.

M&L for repais to pot holes any depth, not exc. 1 sqm each including sweeping ftee from dust and mud or water, scoring sunken surfaces in roads, paths etc cutting around edges to aleast 25mm in depth, making good by applying tac coat (grede VG-10) @ 5 Kg per 10 Sqm, putting in premix as specified for thin bituminous carpet ( 2 cm thick) , well rammed and sealed with premixed sand seal coat (6.8 Kg of binder with 0.069 cum of sand) agan welll rammed (including supply of premixed binder and sand) depth of potholes not ecxc. 30mm complete all as specified.

M&L for moorum or red bajari (spread compacted thickness 100mm thick) spread, rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller as in berms complete all as specified and directed by Engineer Incharge.

M&L for providing through special applicator machine, auto retro-reflective thermoplastic road marking paint in yellow/white, pattern of specified strip, 2.00 mm thick and 100 mm wide, centre line, stop line dashes arrow, brackets, speed breakers similar work 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 complete all as specified and directed by Engineer Incharge.

S&F in repair 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 by Engineer Incharge.

S & F 3 mm thick aluminium composite pannel (ACP) board of any size fixed on both sides as per site requirement. ACP board fixed on steel frame/grid with SS screw/rivet as directed. The board shall be sheated with high intensity retro reflective sheet of blue colour or as approved, computerised designed writting letter/figures in (Block, Roman,Italic style or in indian languages where required)/index hand (natural size)/ arrows/stops/commas/ short lines /dashes/ hyphens / bracket, holograms etc where necessary shall be made high intensity reflective sheet with in white colour ladder , shape and sizes as reqd and approved by GE, letter not exc 200 Nos each face of the ACP Board. Each face to have a boarder line of 25mm wide white /red/golden or colour as specified high intensity retro reflective sheet/tape.

S&F vertical roadway reflective type delinator , one sided white and red ,1/CTN all weather visibility -2 Part constructed of highly engineered plastic that employs highest grade type 11 sheeting high impact strength, robust and light weight elegent eliptical shape, etc to be fixed in PCC 1:2:4 (300 mm X 300mm X 300 mm) type B1 Using 20 mm graded stone aggregate including necessary earthwork and excavation in any strata complete all as specified and directed by Engineer Incharge. (Make - Road Safety Mark / 3M / Dark Eye / Alaxius)

S&F in repair solar stud of width 122.5mm, length 132.5mm, height with stem 55mm, dia 26mm electronically operated with solar cell LED PCS, Ni-Cd 1400AH Battery with aluminium main frame bottom frame alluminium, reflective in two opposite direction and fixed in road surface as per manufacturer instructions or complete all as specified and directed by Engineer Incharge.

S&F in repairs unbreakable traffic convex mirror of 40 Inch dia fixed over & including 50mm bore SS pipe of length 2000 mm including embedding in PCC 1:2:4 (150x150x300mm) type B1, earthwork and excavation in any strata complete all as specified and directed by Engineer Incharge.

Excavating in post holes (or similar holes) each n. exc 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer not exc 25cms watering and removing surplus soil to a distance n.exc 50 m and making good surfaces in soft / loose soil.

M&L for providing cement concrete type D-2 1:4:8 (using 40mm graded stone aggregate) in foundation, filling and mass concrete complete all as specified and directed by Engineer Incharge.

M&L for providing and fixing stainless steel (Grade SS-304) as in sign board, railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc, of required size, on the top of floor or the side of waist slab with suitable arrangement in crescent shape voids and any where as necessary with vertical height of pipe 2400mm with 80mm dia and horizontal frame 50mm dia necessary bolts etc including all accessories for installations complete all as specified and directed by Engineer In-charge.

Excavation over areas, n exc 1.5 m deep and getting out in soft/loose soil etc complete all as specified and directed by Engineer Incharge.

M&L for Hardcore broken stone or boulders of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed by Engineer Incharge.

M&L 100mm thick cement concrete type D2, 1:4:8 (using 40mm graded stone aggregate) as in sub base including use of necessary form work etc complete all as specified and directed by Engineer Incharge.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 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 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; etc complete all as specified and directed by Engineer Incharge.

Removing surplus soil to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.50m from the starting point, etc complete all as specified and directed by Engineer Incharge.

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 to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer Incharge.

M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in mud stops, rounded or chamfered edges etc complete all as specified and directed by Engineer Incharge.

M&L for preparing new concrete surfaces, stone, kerb stone surfaces of any description not otherwise over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer Incharge.

OM GANESH CONSTRUCTION

MOHANLAL MATHRANI CONS. PVT. LTD.