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| 1 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth to a distance up to 50m. Including all lifts with levelling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design & building specification and direction of E / I .(5.1.1. BCD ) |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I (vide classification of soil item) - ( 5.1.2 BCD) |
| 3 | Providing coarse clean sand filling in foundation trenches and plinth including ramming and watering in layers not exceeding 150mm thick with all leads & lifts including the cost of all materials, labour, royality, & taxes all complete as per building specification and direction of E/I (5.1.10 BCD) |
| 4 | Stripping of top soil from borrow areas located in agriculture fields , storing at a suitable palace, spreading abd re-laying after taking the borrow earth to maintain fertility of the agrucultural field , finishing it to the required levels and satisfaction of thr farmers |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level:1:2:4(1Cement :2 coarse sand (zone-III):graded stone aggregate 20 mm nominal size). |
| 6 | Centering and shuttering including strutting, propping etc and removal of form for foundation, footing, bases of Columns etc. for mass concrete.(5.3.17.1 BCD) |
| 7 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 50mm thick compacted bed of course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin-Charge.ITEM 16.91.1 DSR |
| 8 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fullycompacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compactedvolume). |
| 9 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 10 | 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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) Wall beam item no 5.3.9.1 |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)In Column. item 5.3.10 bcd |
| 12 | Providing 75A brick work in C.M. (1:6) in Foundation and Plinth -do- -do- all complete job as per specification and direction of E/I.item no 5.2.3 |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). item5.3.11 bcd |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation,footing,base of columnetc for mass concrete. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Lintel, beams ,plinth beams,girders etc. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Columns ,pillers,piers,abutments,posts and struts. |
| 17 | Providing 12mm thick C.P. (1:6) with clean coarse sand -do- -do- all complete job as per specification and direction of E/I.ITEM 5.7.3 |
| 18 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusivecarriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal ofrust, placing the rods in position all complete as per building specification and direction of E/I. |
| 19 | Finishing walls with Acrylic smooth exterior paint of required shade new work (two or more coat applied @ 1.67ltr/10sqm over and including priming coat of exterior primer applied @2.20kg/10sqm) ITEM 13.46.1 DSR |
| 20 | Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 21 | roviding primer one coat of red lead paint of approved make over new steel surface including preparing the surfaceafter cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface throughly including cost ofscaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement areashall be multiplied by the co-efficient as indicated in building specification) |
| 22 | roviding primer one coat of red lead paint of approved make over new steel surface including preparing the surfaceProviding two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning thesurface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand paperingincluding cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 23 | Labour for fabricating, erecting, hoistion and fixing in position structrral steel work in R.S. Joist, channel, Angle,Tee, flat, plate, latice member, built up compound section in column, girder, stair case, or truss including cost ofgusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding ( machining wherevernecessary) with applying a priming coat of red lead paint all complete as per approved drawing, buildingspecification and direction of E/I. |
| 24 | Providing 250mm. Wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 250mm apronincluding cost of eartwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat solingin proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface allcomplete as per building specification and direction of E/I. |
| 25 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete .(Earth measured in stacks will be reduced by 20 %for payment ) |
| 26 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete .(Earth measured in stacks will be reduced by 8 % for payment ) |
| 27 | Rough dressing the trenched ground including breaking cloud. |
| 28 | Spreading of sludge , dump manure and good earth in required thickness as per direction of E/I(Cost of sludge ,dump manure and good earth to be paid seperately) |
| 29 | Mixing earth and sludge or manure in the required proportion specified or directed by E/I |
| 30 | Digging holes in ordinary soil and filling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume as per specification and direction of E/I |
| 31 | Blakeana (kachnar) height 120-150 cm in big poly bag size 25 cm . |
| 32 | ROSE VARIETY OF 3 TO 4 healthy branch 60 cm and above ht well developed with one and above flowers in 25 cm earthen pot. |
| 33 | Variegated having ht 30 cm well developed with fresh and healthy foliage in 20cm size of earthen pot / plastic pot. |
| 34 | Providing and displaying ficus black vivion piller topiary (cylinder type )well developed with fresh and healthy 180 to 210 cm ht in 40 cm pot cement pot as per direction of E/I |
| 35 | Providing and laying selection no 1 doob grass turf with earth 50 mm to 60mm thikness of existing ground as specification and direction of E/I |
| 36 | Carriage of Materials (i) Cement |
| 37 | (ii) Sand |
| 38 | (iii) Stone Chips |
| 39 | (iv) Bricks |
| 40 | (v) Paver Block |
| 41 | ADD 18% GST |
| 42 | ADD 1% LABOUR CESS Please Enable Macros to View BoQ information |
