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| 1 | CONSRUCTION ITEMS |
| 2 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.foundationBrick fdn L= 36- (8x.7)= 30.40m |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)foundation Brick wall fdnFloor |
| 5 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering,shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) columnFdn footing |
| 6 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. column- 10 mm dia bar 0.6/.15+1=5 nos,8/5/1.08m =43.2 m @0.617 kg/m = 26.65 kg , footing - 4/.10 + 1 = 5 nos,8/2/ 5/ 0.40 = 32 m @ 0.617 kg/m = 19.74 kg,stirrups 6 mm dia, 0.650/0.15 +1 = 5 nos ,8/5/1.36 = 54.40 m @ 0.222 kg/m = 12.07kgTotal = 58.46 kg |
| 8 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. |
| 9 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.8xcolumn postof height 3.65 m( 91.5x91.5x3.6mm) = 8/3.65m [email protected] kg/m = 282.36Kg,4xDoubletruss (60x40x2.9 mm) , 4/21.91m = 87.64 m @ 4.12 kg/m=316.07 kg, Purlin (32x32x2.6mm)8/15.60m [email protected]/m=282.04kg, side wall girts (32x32x2.6mm) ,4/[email protected]/m=420.48kg, Total =1300.95 kg |
| 10 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shapewherever required.Roofing Area = 2.1mx3m=6.3 sqm,Side Wall = 8.4m x 2.28m (average height)= 19.15 Sqm,Deduction for door&Ventilation = 2x0.9mx2m +2x.6mx.4m =4.88SqmTotal = (6.3+19.15) - 4.88 = 20.57 SqmRoof AreaSide wall area L- 12+12+6+6 = 36 mDeduction for 2xdoor & 7xWindow |
| 11 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 12 | Providing wood work in frames of doors, window and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Kiln seasoned and chemically treated hollock woodDoor frameL= 2.1+2.1+1.4 = 5.6 mWindow frame L= 1.4+1.4+.90+0.90=4.6m |
| 13 | Providing and fixing panelled or panelled and glazed shutters for doors & fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Kiln seasoned and chemically treated hollock wood : 35 mm thick shutters |
| 14 | Providing and fixing glazed shutters for windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Kiln seasoned and chemically treated hollock wood:30 mm thick |
| 15 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :100x58x1.90 mm |
| 16 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group B Point 937 |
| 17 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. asrequired.(i) 6 pin 15/16 A socket outlet(ii) 3 pin 5/6 A socket outlet(iii) 5/6 amps switch (iv) 15/16 amp switch |
| 18 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(i) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 19 | Supply & fixing of tube light |
| 20 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.foundationDwarf wall L= 8.4- (6x.4)= 6m |
| 21 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 22 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)foundation dwarf wall |
| 23 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering,shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Footing |
| 24 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. column- 10 mm dia bar,6/4/.70=16.8 m @0.617 kg/m = 10.36 kgfooting - 4/.10 + 1 = 5 nos2/ 5/ 0.40 = 4 m @ 0.617 kg/m = 2.468 kg=stirrups 6 mm dia .650/.15 +1 = 5 nos 5/6/1.36 = 40.8 m @ 0.222 kg/m = 9.05 kgTotal = 21.88 kg , wastage add 5% = 22.974 kg |
| 26 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.3xcolumn postof height 2.44 m( 60x60x3.2mm) = 3/2.44m [email protected] kg/m = 40.26 kg, 3x column post of height 2.130(60x60x3.2mm) = 3/2.13m=6.39m @5.5 Kg/m =35.14kg, frame for Rafter truss (40x40x2.6 mm) , 3/2.1m = 6.3 m @3.72 kg/m=23.43 kg, Purlin5/3m [email protected]/m=55.8kg, side wall girts ,3/(8.4-2x.90)[email protected]/m=73.65 kg, Total =228.28 |
| 27 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White,Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. |
| 28 | Providing and fixing white vitreous china water closet squatting pan (Indian type) :Orissa pattern W.C. pan of size 580x440 mm |
| 29 | Providing and fixing of unplasticised Rigid PVCpipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, (i) Single socketed pipes. 10 mm diameter |
| 30 | Providing and fixing of unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVCpipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,(i) Coupler 110 mm(ii) Single Tee without window 110 mmx110mmx 110mm(iii) Bend 110 mm |
| 31 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shapewherever required.Roofing Area = 2.1mx3m=6.3 sqm,Side Wall = 8.4m x 2.28m (average height)= 19.15 Sqm,Deduction for door&Ventilation = 2x0.9mx2m +2x.6mx.4m =4.88SqmTotal = (6.3+19.15) - 4.88 = 20.57 Sqm |
| 32 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size30 mm thick, including with allnecessaryfitting complete. (Door size 0.9mx2m) |
| 33 | Supply and fixing of Hume pipe Septic tank ( size 900 dia and Length= 2.5m) including all necesssary complete fitting |
