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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil.(B/1.6) |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix.(B/14.2.2) |
| 3 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B/3.1.6) |
| 4 | Providing and laying in position specified grade of cement concrete for all RCC structural elements up to plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix / Design Mix (B/4.1) |
| 5 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo- mechanically Treated bars (Conforming of relevent IS code) (B/4.13.3) |
| 6 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. (B/4.9) |
| 7 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height up to 10 m), fixing in position and applying a priming coat of approved steel primer all complete. (B/9.1) |
| 8 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. Extra if square,rectangular hollow tubelar sections are used or grill made by flats only (B/9.8+9.8.1) |
| 9 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110 mm dia (S/3.16.3) |
| 10 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (B/12.46.1) |
| 11 | 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, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. (B/11.3.1) |
| 12 | Supply of Stone Aggregate (Single size) : 40 mm nominal size (G3/293) |
| 13 | Carriage of building rubish, stone metal ( Grit & Ballast Etc.) From Palra Quarry 20 Km Distance ( G-5.2) |
| 14 | Random Rubble stone masonry with hard stone in superstructure above plinth level and up to five level above 30cm. thick walls in :Cement Mortar 1:6 (1-Cement:6-Sand).(B-6.2.6) |
| 15 | Repair to stone masonry in cement sand mortar 1:6 with old and new stone.(B/13.12) |
| 16 | Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification : ( B- 3.8) |
| 17 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height up to 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: (B/9.2) |
| 18 | Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including preparation of base with sand papering, primer, putty, etc. complete in all respect including scaffolding and safety provision New Work (B/12.43.1) |
| 19 | Add or deduct for each wire line over basic item Extra for using galvanized barbed wire instead of black barbed wire. (B-9.33+9.35) |
| 20 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : :(A) 20 mm thick (B- 12.3.2) |
| 21 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 22 | Labour Charge for collection, screening & stacking of existing spreaded 20-63mm nominal size hard/crusher broken stone aggregate of any thickness from substation yard by manual/mechanical means as permitted by the E>1 with due care & as safety norms of substation. This aggregate should be scrrend & stacked properly then this screened aggregate shall be laid in 100 mm thick layer in yard as directed with due care with all lead, left ( Payment shall be done as per stack measurement after deduction of voids as per norms) |
| 23 | Labour charges for spreading of available 20 to 63 mm nominal size hand/crusher broken stone aggregate in uniform layer of 100 mm thickness in yard of any substation (charged/uncharged GSS) with manual/mechanical means as permitted by E.I. with due care as per safety norms of substations complete in all respect with all lead & lift.(payment will be done as per stack measurement after deduction of voids as per norms) Please Enable Macros to View BoQ information |
