NGO Quarters Muvattupuzha Bituminous re surfacing to internal roads

Amount

Bituminous Resurfacing to internalroads

od65779/2018_2019 : od60563/2018_2019 :Supplying and stacking 36mm hard granite broken stone in standard heaps for measurement with out hindrance to the traffic including all charges.

od65780/2018_2019 : od60564/2018_2019 :Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement with out hindrance to the traffic including all charges.

od52480/2018_2019 : Supplying and stacking 6mm size hard broken stone in standard layers for measurement(IRC 3.2.1a).

od65787/2018_2019 : od308/2018_2019 :Filling up pot holes ( cut and formed to regular shapes and all loose and defective materials<br>removed) after supplying a prime coat of bitumen(VG30) using 36mm departmental broken stone and compacting with<br>power roller to get a compact surface as per standard specifications

od65793/2018_2019 : od35102/2017_2018 :providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl. metal by spreading metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen(VG30) with pressure sprayer @ 20 kg/m3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roller and other sundry stores

od65895/2018_2019 : od60566/2018_2019 :Providing,laying and rolling of open graded premix carpet of 20mm thickness with 0.27cum of 12mm departmental broken stone with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen(VG30) to required line,grade andlevels on a previously prepared base,after priming the existing surface with 5kg of bitumen(VG 30)10sqm including mixing in a suitable plant,laying and rolling with a three wheel static roller of 80-100KN capacity,finished to required level and grades,followed by a seal coat of 0.09cum of 6mm departmental broken stone premixed with 8.64 kg of bitumen per 10sqm by manual means as per standard specifications

Retaining wall

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

od52494/2018_2019 : Dry rubble masonry with hard stone in foundation and plinth including cost of stone ,conveyance,labour etc.complete as per the direction of deptl.officers

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

C.C internal drain

2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

V.M. Mammukunju

Bidder Name

K K ISMAIL

V.M. Mammukunju