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| 1 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil.(B/1.8) |
| 2 | 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) |
| 3 | 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-Sand). (B-6/6.1.6) |
| 4 | 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. M20 grade Nominal Mix 1: 1.5: 3 (B-3.1.1) |
| 5 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.(B/12.3.2) |
| 6 | 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) |
| 7 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : (B-3.8) |
| 8 | 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) |
| 9 | 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 (B-9.8) |
| 10 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : New work two or more coats (12.46.1) |
| 11 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). (B-12.42) |
| 12 | 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. M15 grade Nominal Mix 1: 2: 4 (B-3.1.2) |
| 13 | Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 25 mmx 25 mm x 2.1 mm (B-9.38.3) |
| 14 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.1.00 mm thick with zinc coating not less than 275 gm/m2 (B-10.1.1) |
| 15 | Supply of 40mm nominal size crusher broken/ G-3.293) |
| 16 | Carriage of building rubish, stone metal ( Grit & Ballast Etc.) From Mach Quarry 70 Km Distance ( G-4.2.13+G4.2.14)) |
| 17 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil (B-1.1) |
| 18 | P & F G.I. Pipes (External Work) …... 25 mm dia nominal bore 'B' Class (S/2.2.3) |
| 19 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 5 KM. and lift up to 1.5 Mtr.:All kinds of soil (B-1.2+g (4.1.9)) |
| 20 | Supply of dry manure including loading unloading,transportation & stacking at site.Farm yard manure(organic) (H-1.1.1) |
| 21 | Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) (H-2.1.1) |
| 22 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'A' : Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 (R-6.3 (ii) b) |
| 23 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading III Material (R-4.1 A (iii) ) |
| 24 | Labour charges for spreading of available 20 to 63 mm nominal size hard /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 stock measurement after deduction of voids as per norms) Please Enable Macros to View BoQ information |
