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| 1 | Construction of watch Tower |
| 2 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding1.5 m in width or 10 sqm on plan including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting outthe excavated soil and disposal of surplus excavated soil asdirected with a lead in a 50 meter including stacking of useful material if available : |
| 3 | Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth Level: M-10 grade Nominal Mix ( with graded stone aggregate 20mm nomial size ) |
| 4 | Random rubble Stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in : cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Add extra over item no. 5.1 for Brick work in super structure upto third storey using brick of class designation 75 in .cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Brick work in partition in super structure upto third storey 7 cm thick ( bick on edge ) using brick of class designation 75 in .cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | Random rubble dry stone Kharanja under floor. |
| 8 | Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - All work up to plinth Level:M-15 grade Nominal Mix ( with graded stone aggregate 20mm nomial size ) |
| 9 | Centering and shuttering with steel plates including strutting propping, barcing both ways with woodens members and removal of form work upto floor three level forWall ( any thickness ) including attached pilasters , buttresses, plinth and string Course . |
| 10 | Centering and shuttering with steel plates including strutting propping, barcing both ways with woodens members and removal of form work upto floor three level for:Suspended floors, roofs, landings, staircases, balconies,girders, cantilevers, bands, coping bed plates, anchor blocks,sills, chhajjas, lintel, beam, plinth beam etc. |
| 11 | Columns, pillars, posts and struts etc. |
| 12 | providing and laying in position specified grade of cement concrete for RCC structure elements upto floor three level including curing compaction etc. complete in retaining walls,returnwall, Wall ( any thickness ) including attached pilasters , column,piers, abutments,,pillers, posts,buttresses string Course ,parapet coping bed plates, anchor blockes,sills, fillets up to floor three level excluding the cost of centreing and shuttering .M 20 grade mix |
| 13 | Providing and fabricating reinforcement for RCC work including straightening , cutting, bending, placing in position in binding (including cost of binding wire) all complete up to floor three levelThermo mechanically treated bars (IS:1786) |
| 14 | Polished Blue Kota stone flooring skirthing laid over 20mm thick base of CM 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete .For area of each slab from 2001sqm to 5000 sqm |
| 15 | P/ F M.S. sheet Single leaf door shutter in angle iron frame 35X35X5 mm suitabilly daigonally bracked with 25X3 mm flat iron above and below lock rail of size 50X5 mm beading extra including all fitting as per direction of engineer-in- charge but excluding cpst of chowkhats inculding twocoats of anti-corrosive red oxide primer paints. M.S. Sheet 20 S.W.G. |
| 16 | Providing and fixing steel glazed doors windows andventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm.long embedded in cement concrete block 15x10x10cm. of1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate20mm nominal size) or with wooden plugs and screws or rawlplugs and screws with fixing clips or with bolts and nuts asrequired including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sashputty of approved make or metal beading with screwscomplete including priming coat of approval steel primer,excluding the cost of metal beading and other fitting exceptnecessary hinges of pivots steel handles peg stay etc. as required.A.Window side Hung ( openable ) |
| 17 | B.Ventilators top Hung ( openable ) |
| 18 | Supplying & fixing fixed wige gauge of 14 mesh X 24 gauge to the metal frame of rolled section by metal beading 20X3 mm with suitable screw at not exceeding 150mm distance . |
| 19 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 20 | Providing and fixing T-iron frames for doors, windows andventilators of mild steel Tee-sections, joints mitred and weldedwith 15x3 mm lugs 10cm long embedded in cement concreteblocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clipsor with bolts and nuts as require including fixing of necessarybutt hinges and screws and applying a priming coat ofapproved steel primer |
| 21 | Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc complete fine finish : 20mm thick |
| 22 | Painting with emamel paint of approved brand and manufacture and to give an even shade . Two or more coats on New work |
| 23 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including allscaffolding:Two or more coats on new work including prepration of base with primer Putty lippy complete in all respect. |
| 24 | Finishing walls with Acrylic Smooth exterior paint of requiredshade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ).New work ( three or more coats ) |
| 25 | Filling available excavated earth ( excluding rock) in trenches plinth side of foundation etc. in layer not exceeding 20 cm in depth consolidation each deposited layer by ramming and watering including lead upto 50 mts and with all lift. |
| 26 | Providing and laying water proofing treatment on roofs ofslabs by applying cement slurry mixed with water proofingcement compound consisting of applying :(i )after surface preparation, first layer of slurry of cement @0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm.(ii) laying second layer of Fiber glass cloth when the first layer isstill green . Overlaps of joints of fiber cloth should not be lessthan 10 cm .(iii) Third layer of 1.5 mm thickness consisting of slurry of cement@ 1.289 kg/sqm mixed with water proffing cement compound@ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This willbe allowed to air cure for 4 hours followed by water curingfor 48 hours. The entire treatment will be taken upto 30cm onparapet wall and tucked into groove in parapet all around(iv) fourth and final layer of brick tiling „with cement mortar orany other approved protective coarse. (which will be paid forseparately) For the purpose of measurement the entire treatedsurface will be measured |
| 27 | Structural steel work riveted, bolted or welded in built upsections, trusses and framed work, including cutting, hoisting(height upto 10 m) , fixing in position and applying a primingcoat of approved steel primer all complete: A.Angle 50X50X6 mm |
| 28 | Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, boltsand nuts 8 mm diameter with bitumen and G.I. limpetwashers or with G.I. limpet washers filled with white leadand including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (uptoany pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses andincluding cutting to size and shape whenever required. 1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 29 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked ( IS:9537 P - II )rigid steel conduit & it's ISI marked (IS:14768 P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular face plate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E- 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR A.Short point (up to 3 mtr.) |
| 30 | B.Medium point (up to 6 mtr.) |
| 31 | C. Large point (up to 10 mtr.) |
| 32 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10kA breaking capacity (B/ C/D tripping characteristic as per type ofload and site requirement) 4 KV impulse withstand voltage, ISImarked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3as per IEC, minimum phase termination capacity of 35sq.mm. ,conductor line load reversibility , IP 20 contact protection and fittedin existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A &above rating including making connections, testing etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab typetest reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure'A' attached with this BSR Single pole MCB (With B/C curve tripping Characteristics A.0.5 A to 5 A rating |
| 33 | B. 6 A to 32 A rating |
| 34 | C.40 A rating |
| 35 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 % Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additionaltechnical parameters of product / work refer Annexure 'A' attached with this BSR 50.0 Sq. mm ( 3.50 Core ) Please Enable Macros to View BoQ information |
