Name of Work: Block - V.K. Robertsganj Belkhudi More par Shyama Mukharji Esmiriti Dwar ka nirman
Sl. No.
Item Description
1
E/w in excavation by mechanical means(hydraulicexcavator)/ manual meansin foundation trenches or drain including dressing of side and ramming of bottm for all lift including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. as per DSR code 2.8
2
Providing and 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 (zone !!!) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources ) DSR Sl.No. 4.1.6
3
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of cenering, shuttering finishing and reinforcement with 1:1.5:3 ( 1 cement:1.5 coarse sand(Zone !!!) derived from natural sourses:3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR Sl.No. 5.3
4
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth. Thermo-Mechanically Treated of grade Fe-500Q or more DSR Sl. No. 5.22A.6
5
12 m -15 m span over head strucutre with 300 dia M.S. two vertical post :- supplyand fxing of eraction of builtup over hand structure of 12 m to 15 mspan comprising to two vertical 6.00 m height made of 3000 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top and 12 mm MS plate at bottoum . the horizonztal truss shall comprise of 40 mm dia heavy class m.s pipe and 40 mm dia hevy class M.S. pipe bracing and 10 mmMS plate tabottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coar of synthetic enamal paint .The work includes construction of RCC foundation of size .9x.90x1.50 m of required depth of as per site condition for built of structure including earth work in excavation 100 mm thick lean concrte in 1:3:6 ( cement coarse sand and 40 mmm stone ballast ) and grade of RCC M-25 Includingsupply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of strucutre degin include costas per morth 802 DSR10.25.2
6
Add crane charges for hosting of position with driver and staff for vetical post
7
Painting with Synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on New work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSRSl. No. 13.62.1
8
Providing retro reflective regulartysign board of 900 mm dia meter made out of 2 mm thick alluminium sheet face to be fully coverde withhigh indencity grade encapsulatedlense type of retro refective pressue senstive as per morth $ IRC-67. DSR -16.61
9
Supply & fixing ofGranite stone I/c writting etc. I/c labour material and T&P etc.
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