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| 1 | Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used) (a) Single brick flat soling (thickness 75 mm)Rd & field 15.0*2.5*0.075+25.0*15.0*0.075 |
| 2 | \"Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.\" ( Page No-14, item no-3)Field |
| 3 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur VarietyRd & field 15.0*2.50*0.075+25.0*15.0*0.075 |
| 4 | Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. \"(a) With Makrana plain pink / Adranga Pink / GaGulabi / Udaypur pink / Udaypur Green / Black Bhaslana i) (ii) Area of each tile exceeding 0.3sq.m. but not exceeding 0.6sq.m.\" (i) Area of each Slab/tile upto 0.3 sq.m. ( Page No-56, item no-25/a/ii) on field & tomb 25.0*15.0+2.50*2.50+4*0.6*(0.6+0.6)+1.2*0.6*(1.2+0.6) |
| 5 | Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling](ii) 30 mm. thick ( Page No-64, item no-35/b/a/i)road 15.0*2.5 |
| 6 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof(P. No. 10, Item No.1/a) 95.0*0.375*1.2 |
| 7 | \"Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge\"(P. No. 12, Item No. 13) |
| 8 | \"Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.a) Pakur Variety\"(P. No. 26 Item No. 10/i)Tie Beam 95.0*0.25*0.25Gate Column 1*0.375*0.375*1.2Gate Top 9.0*1.2*0.125B.Wall Column 39*0.25*0.25*1.5Top Band on B.Wall 95.0*0.25*0.1 |
| 9 | \"Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approvedthickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)\" (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work 2*95.0*0.25+2*(0.375+1.2)*0.375+2*(9.0+1.2)*0.125+27*(0.25+1.5)*0.25(P. No. 42, Item No. 36) |
| 10 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel. II.Other than SAIL/ TATA/RINL(P. No. 44, Item No. 40/a/i) |
| 11 | \"125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor.\"(P. No. 30, Item No. 22/a)B.Wall & Tomb (95.0-9.75)*1.5+4*4.0*1.5 |
| 12 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (ii) With 1:4 cement mortar(b) 20 mm thick plaster 2*65.0*1.5+4*4.0*0.25*0.25(P. No. 189, Item No. 1/i/b) |
| 13 | Neat cement punning about 1.5mm thick in wall,dado,window (P. No. 192, Item No. 15) 2*65.0*0.9 |
| 14 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer\"s specification. (iii) Two coats.(P. No. 197, Item No. 15,(iii)) |
| 15 | GST @ 18% |
| 16 | L.W. Cess @ 1% |
