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| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. (DSR 16.82) |
| 2 | Taking out existing cement concrete PCC tile from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 3 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60) |
| 4 | 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 1.5m, and excluding of disposed earth to be leveled and neatly dresses |
| 5 | Carriage of Sand, stone aggregate by mechanical transport including loading, unloading and stacking for the lead of 5 Km .(DSR 1.1.2) |
| 6 | Preparation of sub grade including trenching, rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 8 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Coarse sand. (DSR : 6.1.1) |
| 9 | Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include thefollowing:-• The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.• After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.• The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) |
| 10 | Providing and laying position revounding layer in the form of polythene sheet 125 micron thick (subject to approval of Engineer-in-charge) laid flat with over laps of 300mm width including nailing top lower surface concrete with nails (measurement shall be limtied to neat area without any allowance for over laps) complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 11 | Centring and shuttering including strutting, propping etc. Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1) |
| 12 | Centring and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6 |
| 13 | Providing and laying in position machine batched, machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum excess/ less cement used as per design mix is payable/ recoverable separately). (NOTE- 1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately) All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.1.1) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.(DSR 5.22.6) |
| 15 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(DSR 10.2) |
| 16 | Providing and Fixing Machine Finishes Brick tile for wall cladding clay tiles thickness varying from 1/2” to 1” and machine cut size 2”x9” in C.M.(1:3) (1 Cement : 3 Coarse Sand), complete with all finishing as per entire satisfaction of Engineer. |
| 17 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) (DSR 13.5.1) |
| 18 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. DSR 13.26 |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (DSR 13.46.1) |
| 20 | Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters ,window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels.Granite of any colour and shade (DSR : 8.2.2.2) |
| 21 | Providing and fixing rest room cubicels Cruze 12mm ( of following standard which includes 600mm door size width) made of heat bacteria, water, chemical, impact and anti bacterial reistant 12mm thick solid/wood grain compact laminate. Finish of the compact laminate should be Suede, which includes doors, pilaster and intermediate panels finished with approved tecture/ shades as per the details drawings & as per IS 2026 (Indian standard) and as per the fire retardant BS-476/97 standard. This also details providing and fixing in position necessary hardware made out of stainless stell (grade-304/306) as per manufacturer's specification and architect instruction like : (a) Door Knob (b) Thumbturn (c) Gravity hinge (d) Coat hook (e) Shoe box plate with floor anchor (f) Toprail (g) Tabular holder and corner connector (h) Wall bracket (i) Noise deafening tape (j) Screws & wall plug. The top fittings should consist of SS round toprail which will get fixed with pilasters, with SS tabular holder, SS Corner connector will be used on the corner of cubicles absence of brick wall, SS wall fixing will be used only on the wall which will hold the SS toprail. All screws will of SS 304 grade with stain finish. All pilaster are supported by SS bottom clading, the base of the bottom cladding will be anchored to the floor with a clearance height up to 100mm complete, all as per direction of Engineer-in-charge. |
| 22 | Providing and fixing M.S. flat railing having flat size 50x12mm having 6'-0\\" long and 2'-3\\" high above ground level and 1'-0\\" below ground level welded with 2no's M.S. flat 40x10mm horizontally at 6” upper and 6” from bottom and 10no's M.S. square bars of 45 degree angle at 6\\" center to center between the 2no's horizontally M.S. flat 40x10mm including the cost of 2no's 12mm dia nut and bolts with 2no's M.S. pipe of 19mm dia and 3\\" long sleeve piece. The bottom of vertical ounter M.S. flat 50x12mm shall be provided with 9\\" long anchorage piece of MS flat 50x12mm welded at bottom and railing shall be properly embedded in cement concrete 1:2:4 block of size 1'-0\\"x0'-9\\"x1'-0\\". The complete railing shall be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 23 | Providing and fixing M.S flat gate having flat size 50 x12 mm having 6'-0\\" long of each openable shutter and 3'-3\\" high above ground level and ,1'-0\\" below ground level welded with 2 no's M.S flat 40 x10mm including horizontally at 6' upper and 6' from bottom and 10 no's M.S square bars of 45 degree angle at 6'' center to center between the 2 no's horizontally M.S flat 40 x 10mm including the 2 no's M.S. Channel 75x40mm in posts having 2no's channel welded to form post of size 75x80mm & 6'-0\\" long with lugs 1'-3\\" long 2no's M.S. Flat 40x10mm at bottom under each post to be provided on both sides of shutter with 2 no's hinges for openable arrangements with sliding bolt for locking arrangements and gate shall be properly embedded in cement concrete 1:2:4 be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfication of Engineer- in-Charge. |
| 24 | Providing and fixing IRC fabric of size 1”x1” fixed with welding on already provided mS frame the IRC fabric is supported along the section with 20x5mmThe rate also includes the 2 cost of special quailty paint over one coat of primer complete in all respects to the entire satisfaction of Engineer –in –Charge. |
| 25 | Manufacturing supplying and fixing retro reflective for Informatory sign boards consisting of 8'-0\\"x2'-6\\" sign boards and definition plate of Size 8'-0\\"x2'-6\\" made up of 3mm. thick ACP sheet, face to be fully covered with high intensity encapsulated type including subject matter, message ,symbols and borders etc. as per IRC 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956 01 and welding the same with 8' high with 2 Nos vertical post of M.S. Channel size 100x100x5mm welded with hold fast of same size 250 mm long at the bottom end to be embedded in ground with cement concrete 1:1 1/2:3 block of size 1'-6\\" x 1'-6\\" x 3' The plate is to be processed by stove enamel paint of approved brand and painting white and black colour alternate bands of 300mm long over one cost of priming coat to vertical post and steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat, complete in all respects and to be entire specification of Engineer-in charge (NS) |
| 26 | Providing and Laying 60mm thick high density factory made cement concrete interlocking paver blocks of M-30 grade made by rubber mould table type paltform and of approved size and design/ shape laid in required colour and pattern over and including 20mm cement motar 1:3 complete as per the direction of Eningeer-in-charge. |
| 27 | Providing and Fixing 1st quality ceramic glazzed floor tlle confirming to IS 15622 (Thickness to be specified by the maufacturer) of approved make in all colour shades except burgundy,bottle green, black of size as approved by Engineer in charge in skirting risers of steps and dados over 12mm thick bed of cement Mortar 1:3 (1 cment:3 coarse sand) and jointing with grey cement slurry @ 3.30kg per spm in includng pointing in white cement mixed with pigment of matching shade complete Make: Spenza, Johnson & Johnson, Kajaria, cera etc. Please Enable Macros to View BoQ information |
