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| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil itemA) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 3 | Earth filling infoundation trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 4 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 5 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 6 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 7 | Providing PCC M150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM 2 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position, vibrating striking , curing ,taxes and roylity all complete as per building specification and direction of E/I |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6(1Cement:3coarsesand(zone-III):6gradedstoneaggregate40mm nominal size) |
| 9 | Providing and laying cement concrete in reataining wall, return wall, wall (any thickness) including attached pilasters, column, piers, abutments, pillars, posts, struts, butteress, string or lacing courses, parapet, coping, bed block, plain window sills, fillete, sunken floor etc upto floor five level excluding the cost of centering and shuttering and finishing.1:3:6(1 cement: 3coarse sand(zone III): 6 graded stone aggregate 20mm nominal size |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 11 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 12 | Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 14 | Suspended floors, roofs, landings, balconies and access platform |
| 15 | Columns, Pillars, Piers, Abutments, Posts and struts |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 18 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 19 | Providing designation 100A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\"X4.5\"X3\") in C.M. (1:3)in foundation and plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, taxes and royalty all complete as per building specification and direction of E/I. |
| 20 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) |
| 21 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(a) 10mm (TMT coil Fe 500) (only valid for SAIL & TATA STEEL) |
| 22 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(b) 12mm (TMT coil Fe 500) (only valid for SAIL & TATA STEEL) |
| 23 | Providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(c) 16mm (TMT coil Fe 500) (only valid for SAIL & TATA STEEL) |
| 24 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 25 | Providing 6mm cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 26 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated andgroutedwithfinesand,includingnecessaryexcavation,levelling& dressing & finishing the top smooth. |
| 27 | Provide two coat of snowcem of approved shade & make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding, curing & taxes all complete as per building specification & direction of E/I. |
| 28 | Providing 250mm. Wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 250mm apron including cost of earthwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. |
| 29 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 30 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 31 | Providing and laying Double charge virtified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622/ ISO 13006 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @3.3 kg/sqm including grounting the joints with white cement and matching pigments etc. completeSize of Tile 600x600mm |
| 32 | Providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curring taxes and royalty all complete as per building specification and direction and E/I. |
| 33 | Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness, includinghinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded orrigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile CFixing with adjustable lugs with split end tail to each jamb |
| 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 35 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washingof floors and taxes all complete as per building specification and direction and E/I. |
| 36 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm. |
| 37 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 38 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 39 | Supplying, fitting and fixing 35mm thick solid core type decorative single leaf flush door shutter with both side decorative veneered with black core bended with high quality phenol formal dehyde synthetic resin of standard make with aluminium fittings such as hinges, tower bolts,handles cleatas and sand blocks and taxes all complete as per building specification and direction of E/I. |
| 40 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 41 | Providing and Laying 6mm. Precast white glazed tiles in walls over 12mm, cement mortar (1:3) and joined with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royalty all complete as per building specificatiion and direction and of E/I.With grade \"A\" white tiles. |
| 42 | Providing 125mm projected and 150mm deep cornice with designation 75A. brick work in cement mortar (1:8) with approved quality of sand of F.M. 2.5 to 3.0 including cost of scaffolding and taxes, all complete, as per building specifications and direction of E/I. |
| 43 | Point wiring in PVC conduit, with pino type switch:-wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor singal core cable in surface/ recessed PVC conduit with piano type switch, phenolic laminated sheet, suitable size PVC/G.I box ect. asGroup B |
| 44 | Circuit submain wiring in pvc conduit \"wiring for circuit/ submain wiring along with earth ire with the folloeing sizes of fr pvc insulated coper insulated copper conductor single core cable in surfce recessed pvc conduit as required2x 1.5 sq. mm + 1x 1.5 sq. mm earth wire |
| 45 | S/F of following sizes of pvc conduit along with accessories in surface/ recess including cutting the wall making good the same in case of recessed conduit as required.20mm |
| 46 | S/F of following sizes of pvc / G.I box on surface/ recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.75 x 75x 50mm deep / (4\"x4\") |
| 47 | S/F Piano type switch/ socket:-Supplying & fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.5/6 amps, one way switch |
| 48 | S/F Piano type switch/ socket:-Supplying & fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.3 pin 5/6 amps, socket outlet |
| 49 | 15/16 Watt bulb |
| 50 | (18/20W) LED squre down light |
| 51 | 20/22W LED tube light |
| 52 | Carriage of matertials: Aggregate |
| 53 | Sand |
| 54 | Cement |
| 55 | Steel |
| 56 | METAL |
| 57 | Bricks |
| 58 | EARTH |
| 59 | Goods & Service Tax (G.S.T.) @ 18% |
| 60 | Labour Cess @1% |
