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| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil |
| 2 | Supplying and filling in plinth with river sand under floors,including watering ,ramming consolidating and dressingcomplete |
| 3 | Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - all workupto plith level –1:4:8 (1 cement : 4 fine aggregate : 8 graded stone aggregate 40mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 fine aggregate : 10 graded stone aggregate 40mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 fine aggregate : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 fine aggregate : 3 graded stone aggregate 20mm nominal size) |
| 7 | Centering and shuttering including strutting , propping etc andremoval of form for - Lintels , beams , plinth beams , girders ,bressumers and catilevers |
| 8 | Centering and shuttering including strutting , propping etc andremoval of form for - Columns , Pillars , Piers , Abutments ,Posts and Struts |
| 9 | Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars Fe - 500D or more |
| 10 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:4 ( 1 cement : 4 fine aggregate) |
| 11 | Steel work in built up tubular (round,square or rectanglarhollow tubes etc.) trusses etc., including cutting ,hoisting,fixing in position and applying a priming coat ofapproved steel primer, including welding and bolted withspecial shaped washers etc. complete - hot finished weldedtype tubes |
| 12 | Providing and fixing precoated galvanised steel sheet roofingaccessories oftotal coated thickness 0.50mm (base metal ofminimum 0.45mm thickness with total coating thickness of0.05mm, zinc coating 120 grams per sqm as per IS: 277, in 240mpa steel grade, 5-7 microns epoxy primer on both sides of thesheet and polyster top coat 15-18 microns using self drilling /self tapping screws complete -Crimp curve |
| 13 | 12mm cement plaster of mix -1:6 ( 1 cement : 6 fine aggregate) |
| 14 | 15mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement : 4 fine aggregate) |
| 15 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams / litre of approved brand and manufacture ,including applying additional coats wherever required to achive even shade and colour - Two coats |
| 16 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content - with water thinnable cement primer on wall surface having VOC content less than 50 grams / litre |
| 17 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade- One ormore coats on old work |
| 18 | Demolishing brick work manually / by mechanical meansincluding stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as per direction of Engineer-in-charge.- in cement mortar |
| 19 | Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness |
