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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 interlocking paver blocks 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. DSR 16.83 |
| 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 | Providing and fixing PCC kerbs of size 1’-0” x 1'-0” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes fixing in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), complete in all respect to entire satisfaction of Engineer-in-charge. |
| 5 | 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) (DSR 4.1.10) |
| 6 | 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 limited to net area without any allowance for over laps) complete in all respect to the entire satisfaction of Engineer in charge. |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-designthe mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR .5.33.1.1) |
| 8 | 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.)DSR 26.83 |
| 9 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) DSR 6.4.1 |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR 5.2.2 |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars (DSR 5.22.3) |
| 12 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. : Using M.S. angels 40x40x6 mm for diagonal braces. DSR 10.5.1 |
| 13 | Providing and laying Polished Granite stone flooring in required design and pattern in linear as well as curviliner portions of the building all complete as per the satisfaction of E.E. with 18mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointed with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer in charge : Polished Granite stone Slab jet black, Cherry REd, Elite Brown, Cat Eye or equivalent (DSR 8.13.1) |
| 14 | Providing and fixing M.S flat railing having flat size 50 x12 mm having 6'-0\\" long and 3'-3\\" high above ground level and ,1'-0\\" below ground level welded with 3 no's M.S flat 40 x10mm including horizontally at 0'-6\\" upper and 0'-6\\" & 1'-0\\" from bottom and 10 no's M.S square bars of 45 degree angleat 6'' center to center between the 3 no's horizontally M.S flat 40 x 10mm including the cost of 2 no's 12mm dia nut and bolts with 2 no's M.S pipe of 19mm dia and 3'' long sleeve peice.The bottom of vertical ounter M.S flat 50x12mm shall be provided with 9'' long anchorage piece of MS flat piece of MS flat 50x12mm welded at bottom and railing 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. |
| 15 | Providing and fixing informatory Board of size 8'-0\\"x2'-6\\" over already fixed MS frame. The base of the board is made out of 3MM thick ACP sheet which is covered with reflecting sheet of prismatic, high resolution sheet/tape oftype IV one side of ACP sheet. The matter as specified in the drawings shall be screen printed over the Vinyl Sheet. The over laminating sheet shall also be pasted on the finished sheet. The rate also includes fixing of the board at site with thre rivets over existing MS Frame complete in all respect to the entire satisfaction of Engineer in charge |
| 16 | Providing and fixing informatory Board of size 900mmx750mm over brick work. The base of the board is made out of 3MM thick ACP sheet which is covered with Y one side of ACP sheet. The matter as specified in the drawings shall be screen printed over the Vinyl Sheet. The over laminating sheet shall also be pasted on the finished sheet. The rate also includes fixing of the board at site with thre rivets over existing MS Frame complete in all respect to the entire satisfaction of Engineer in charge |
| 17 | PUBLIC HEALTH ITEMSProviding and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR 18.48) |
| 18 | Providing and fixing in position best Indian Make ISI marked ball cock of 25mm wit brass rod, PVC ball complete in all respect (NS) |
| 19 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :25 mm nominal bore (DSR 18.47.3) |
| 20 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :15 mm dia nominal bore (DSR 18.11.1) |
| 21 | Providing and fixing PTMT bib cock of approved quality conforming to IS:8931 15 mm nominal bore : (NS) |
| 22 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia (DSR 17.28.1.1) |
| 23 | Providing and fixing soil, waste and vent pipes :100 mm dia Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.1.1) |
| 24 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (DSR 2.10.1.2) Please Enable Macros to View BoQ information |
