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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metresas per MORTH 202; IX) Steel Work in all types of Sections upto a Height of 5 m above Plinth Level excluding Cutting of Rivet; a) Including dismembering |
| 2 | Providing and fixing stainless steel (Grade 316) railing made of Hollow tubes, channels, plates etc.with hairline finish, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.;a) All kinds of soil |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 5 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 6 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications; C) RCC Grade M20;Case I) Using Concrete Mixer |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 8 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. |
| 9 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level |
| 10 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 11 | 15mm cement plaster 1: 3 (1 cement: 3 coarse sand) on the rough side single or half brick wall. |
| 12 | 12mm cement plaster 1:3 (1 cement : 3 coarse sand) |
| 13 | TWO TRACK SLIDING WINDOW (Economical):-Providing & fixing Two Track sliding window in economical section made out of 60mm x 45mm x 2.5mm Upvc multi cavity track section & Shutter made out of 57mm x 31mm x2.5mm Upvc multi cavity section welded in corners with Glass beading & EPDM Gasket & 4mm clear glass with lock & rollers. The average weight of Two Track Sliding window (Economical) is 12.25 kg per sq mtr. These Upvc sections are tested by using BS 2782 & DIN 53459 test methods. |
| 14 | Providing and fixing steel glazed doors windows and ventilators of standard rolled steel sections, joints mitred and welded with 16 x 3.15 cm lugs 10 cm long embedded in cement concrete block 15cm x 10 cm size of 1:3:6 (1 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws of raw plugs and screws for with fixing clamps or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved made on metal beading with screws complete including applying a priming coat of red lead paint.;a) Steel door (Fixed doors) |
| 15 | Providing and fixing coloured ceremic tiles(bell or equivalent) of 16\\" x 16\\" size and 6 mm thick in skirting and dados on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with cement slurry complete. |
| 16 | Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint.;a) In R.S. joists, channels, angles, tees |
| 17 | M.S.Plates (SAIL, TATA. VIZAG,JSW Steel Ltd. ) |
| 18 | Providing and fixing in position G.I. hand rail polyster powder coated in external passage, as per approved design shown in drawing including bending hand rail pipe to proper shape in curves with special etc. complete. |
| 19 | b) Providing and fixing Colouron Plus galvulium roofing Sheets of 0.5mm thick double ribbed trapezoidal profile coated 1080mm with cover width of 1020mm including all the accessories (JSW or equivalent make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge. |
| 20 | c) Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge. |
| 21 | Providing and applying an elastic elastomeric membrane forming system with anticarbonation and berathing properties. The system (EMCECOLORFLEX + PRIMEX 250) or equivalent should be based on solvent free acrylic polymers with solid contents of 70 + 3% and should be ultra violet resistant, crack bridging type, water-proofing coating. For anti-carbonation, equivalent Air layer thickness denoted as R or SD CO2 > 50 m and for breathability equivalent Air layer thickness denoted as SD H20 shall be < 4 for vapour transmitting barrier. The system consists of one coat primer at 75-100 g/m2. The consuption of polymer coating to give film thickness of 200-225 microns should be approximately 400-450 gms/m2 per two coats. Polymer coating should be in suitable approved shades, including suitable surface preparation, cost of materials and labour for applying the above coating, and scaffolding charges, all inclusive of taxes. |
| 22 | Protective coating for steel structures-Providing & applying MC Bauchemie's MC Dur ZKE or Equivalent,a two component solvent containing Zinc enriched epoxy resin based protective coating for steel construction in marine climate & for construction which are heavily strained by atmosperic conditions and industrial atmospere which is resistant against solid & dissolved salts ,diluted acid,alkalis as well as oil & fat.The metal surface shall be treated by short blasting with Quartz-free abrasive,sand blasting etc. complete.the consumption shall be 100-300 gm/ m2 in two coats with approved shades including cost of materials,cleaning ,preparing the surface,chipping,removing loose dirt with wire brush & water ,labour. |
| 23 | Providing & laying of minimun 60mm thick factory made Shot blasted cement concrete Interlocking paver blocks of minimum M40 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/ shape laid in 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-incharge. The product should comply with IS 15658: 2006 and manufactured by ISO 9001: 2008 certified plant.; 1) Size: 225 mm x 112.5mm x 60mm (Type: Wave Shape);a) Grey Colour |
| 24 | Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M 50 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design / shape laid in 50 mm thick compacted be of course sand. filling the joints with course sand, etc. all complete as per the direction of Engineer. |
| 25 | Electrical Fixtures and installation for Shed. |
| 26 | Providing and inserting nipples with approved fixing compound MC Fix ST of MC Bauchemie or Equivalent after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy |
| 27 | Sealing of cracks/porous concrete by injection process through nipples/Grouting With Admixture MC Ein preshilf EH of MC Bauchemie or Equivalent)complete as per Technical specification;B cement mortar (1:1) Grouting |
| 28 | Patching of damaged concrete surface with polymer concrete (MC Dur 1250 & Accelerated compound Torkrethilfe BE of MC Bauchemie or Equivalent) and curing compounds Emcoril AC, initiator and promoter, available inpresent formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. |
| 29 | Eproxy bonding of new concrete to old concrete |
| 30 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 31 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 32 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification; D) RCC/PSC Grade M35;Case II Using Batching Plant, Transit Mixer and Concrete Pump; (i) For solid slab super-structure, 18-28% of (a+b+c); (p) Height upto 5m |
| 33 | a)Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 34 | Rectification of bearings as per Technical specifications Please Enable Macros to View BoQ information |
