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| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and amming 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. All kinds of soil |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concreteNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) . (i/c equivalent design mix) . |
| 3 | Providing and laying in position cement concrete of 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). |
| 4 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve / tie bars to be paid eparately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 6 | Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for : |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 8 | 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) |
| 9 | Neat cement punning |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 11 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 13 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface. |
| 14 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Dark shade pigment using ordinary cement |
| 15 | Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). |
| 16 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove |
| 17 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre lenght (total lenght 90 mt. ) having 50 nos rounds per 6 metre lenght upyo 3 m heightv of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T.reinforced barbed wire stud tied with G.I. barbed wire to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 18 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement motar 1:2 (1 cement : 2 stone dust ) with an admixture of piment to match the shade of stone . Red sand stone |
| 19 | Taking out existing CC 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. |
| 20 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 21 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the departmentfree of cost). |
| 22 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 23 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflective glass bead @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surfece applied glass bead as per IRC 35. The finished surfece to be level. Enform and free from streaks and holes . Rates are inclusive of all taxes royalty etc. all T&P Machine material and labour required for proper completion of work . |
| 24 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 2.75 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 25 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 26 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead., For thickness of tiles above 25 mm and upto 40 mm |
| 27 | Finishing walls with textured exterior paint of required shade : Old work (One or more coats applied @ 1.82 kg/10 sqm) |
| 28 | Theme Painting of Wall in Noida fore Swachh Survekshan ( Locatinon andDesin will be provide by the Undersigned Office) + ( GST As Per Applicable). |
| 29 | 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,Area of slab over 0.50 sqm. |
| 30 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia |
| 31 | Manufacturing, supplying and fixing retro reflective overhead signageboards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activatedretro reflective sheeting conforming to type - III of ASTM-D-4956-01 as pproved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment) Overhead informatory road signage . |
| 32 | 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 membersshall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 33 | Supply of JCB (3D) Complete at site on hire bases Including cost of diesel and driver etc complete in all respect as per direction of engineer-in charge. |
| 34 | Supply of Tractor with trolly Complete at site on hire bases Including cost of diesel and driver etc complete in all respect as per direction of engineer-in charge. |
| 35 | Supply of Labour Complete at site on etc in all respect as per direction of engineer-in charge. |
| 36 | Providing and laying in position ready mixed M-25 grade concrete for reinforced concrete work , using cement content as per approved design mix , manufactured in fully automatic batching plant and transported to site of work in transit mixer for a leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the 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 ),All works upto plinth level. |
| 37 | 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. |
| 38 | 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. |
| 39 | P/F Plane non - asbestors cement sheet strip in joints paveemnts / terrazo flooring 100mm & 6mm thick (Based on Item No. 11.13.1 / DSR-2018 VOL - 1) |
| 40 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Suggestive Supply and fudng of raised pavement maar with Made of Plastic body of RPM Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrer.a) or Acrylonitrile Butadien Styrene (ABS) or Any other sutable material approved by the Engineer. The Marker shall suppon a load of 13 635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of numtier of lenses contatring single or dual prismatic cubes capable of providing total internal reflection of the light entririg the lens face Lenses shell be mouled of methyl methacrylate conforming to ASTM D7s8 of equivalent The slog or retro reflecting surface shall preferably be 35-1-5 degree in base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm the marker height sha not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm The base of the marker shall be flat wilten 13 mm all road studs shalt be legibly marked with the name trade or other means of identification of the manufacture epoiry installations, excess adhesive around the saga of the markar excess adhesive on the pavement and adhesive on the exposed surfaces of the markars stu be imuniedalely removed. The contractor shall submit a two year warranty for satisfactory flet performance including stipulated retro reflectance of the reflecting panel, to the Engineer In additiona two year warranty for satisfactory wifed performance of the finished road marker shal also be given by the contractor who cares out the work of faxing of reflective road markers in case the markers are displaced damaged get worn out of lose ther reflectivity compared to shpulated standards the contractor would te required to replace al such markers within 15 days of the antemation for the Engineer at his own cost. The rate shall nichute all materials, tabour, TAP, transportation, instislation and incidentals all complete as per direction of the Engineer-in-Charge. HPM (with shank) |
| 41 | Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,615 kg tested in accordance with ASTRA D4280 its colour may be white, red yellow green or blue or combination as directed by the Enanwer its water resistance shall meet the requirements of IP 65 in accordance with IS 12063.1987 category 2 for protection against water ingress The dimensions of solar studs shall not be less than 100 mm X 100 mx 10 mm it shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m its flashing rare shall not be less than 1 Hz Its should be able to give the prescibed performance in the temperature range of 40°C to +55°C its life shall be not less than 3 Years The rate shall include all matenats labour equipments, fabrication, transportation, erection, installation and Incidentals all complete as per direction of the Engineer-in-Charge |
| 42 | Traffice Come Supply of red fluorescers with reflective sleeve tratic cone a se base of 300 to 500 mm & Thickness 35 mm and a heint of 1000 mm to 500 mm. Thay shall be briunt re/orange yelow and shal be made of LDPE maternal that can be struck without causing ditage to impacting vehicles Retro-Reflect crization of cone shat be provided by a 150 mm wide white tand located 75 to 100 mm from the top of the cone and additional 100 mm wide white band located approximately 50 mm below the 150 mm band. The rale shall noude all materials, labour, T&P transportation installation and incidentals all complate as per direction of the Engineer-in-Charge .1- 750 mm Height. Please Enable Macros to View BoQ information |
