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| 1 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).DSR-2.2 |
| 2 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment)..DSR-2.3 |
| 3 | Supplying and stacking at site dump manure from approved source,including carriage upto 5 km complete (manure measured in stacks will bereduced by 8% for payment)..DSR-2.4 |
| 4 | Rough dressing the trenched ground including breaking clods.DSR-2.5 |
| 5 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation 2.6 |
| 6 | Fine dressing of the ground.DSR 2.8 |
| 7 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately) DSR 2.8 |
| 8 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-chargeDSR 2.10 |
| 9 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.DSR 2.12 |
| 10 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after aking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).DSR 2.13 |
| 11 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) |
| 12 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge DSR 2.34 |
| 13 | Providing and fixing of wild animals Topiary work 2.50 m lenth & 2.50 m hight with ms frame complete |
| 14 | Providing & fixing of DECORATIVE Tree 2 TO 3 M HIGHT complete |
| 15 | Supply of heavy duty outdoor ceramic planter pot, weather resistant glazed finish, suitable for plantation up to 3 meter height plant, including bottom drainage hole, base stand and shifting to site.Printed Nagar Nigam Agra |
| 16 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 17 | a) 25 mm nominal dia Pipes |
| 18 | b) 40 mm nominal dia Pipes |
| 19 | c) 50 mm nominal dia Pipes |
| 20 | Providing and fixing Rain Gun Sprinkler, For Agricultural, Rotary Nozzles/ Rotators Material Aluminium Automation Grade Manual Brand YUZUAK Features Aluminium body, Brass and Stainless Steel Spindle Standard Aluminium Nozzles 12mm -14mm -16mm - 18mm Inlet Size 1.5\" Brass Female Thread Body Angle 27 Degree Radius 20 mtr - 35 mtr Discharge 155 LPM - 542 LPM Availability In Stock Aluminium body,Brass and Stainless Steel Spindle Standart Aluminium Nozzles : 12mm -14mm -16mm - 18mm Full & Part Circle Inlet Size : 1,5\" Brass Female, Body Angle : 27° Radius: 20-35 mtr, Discharge: 155-542 LPM |
| 21 | Providing and laying UV-stabilised black HDPE geomembrane 1.5 mm thick over prepared slope, including un-rolling, aligning, anchoring in trench at top, overlapping ≥100 mm, and hot-wedge or extrusion-welding along joints; testing of welds (spark/air-pressure test).Method: Sheets delivered in rolls → unrolled on site → joined by certified welder → anchored in trench 300×300 mm → checked for leakage. |
| 22 | Supplying and laying geonet or geocomposite drainage layer consisting of tri-planar HDPE geonet bonded with non-woven geotextile (≥150 GSM) on top of geomembrane for leachate/drainage control, including overlaps ≥100 mm, anchoring and fixing |
| 23 | Providing, laying and fixing HDPE geocell panels (cell height 100–150 mm, welded-seam) including expansion/pulling to full length, anchoring with HDPE/GI pins @ 1 m c/c, and filling the cells with approved soil/murrum/compost mix, followed by light compaction. |
| 24 | Providing, laying and fixing GOE Composite sheet including expansion/pulling to full length, anchoring with HDPE/GI pins @ 1 m c/c, and filling the cells with approved soil/murrum/compost mix, followed by light compaction. |
| 25 | Laying 110 mm Ø HDPE/uPVC perforated pipe with 150 mm bedding of sand/gravel, connecting to side drain or sump, including bends, couplers and testing for flow. |
| 26 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 27 | Preparation and consolidation of sub grade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5 cm depth,dressing to camber and consolidating with road roller including makinggood the undulations etc. and re-rolling the sub grade and disposal ofsurplus earthwith lead upto 50 metres. |
| 28 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 29 | 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. |
| 30 | 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) |
| 31 | Finishing walls withMural 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) |
| 32 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 33 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 34 | Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarsesand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowelbars with sleeve/ tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, levellingto required slope/ camber, finishing with required texture, including steelform work with sturdy M.S. channel sections, curing, making provision forcontraction/ expansion, construction & longitudinal joints (10 mm wide x50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction of Engineerin-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars tobe paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ lesscement used as per design mix is payable/ recoverable separately. |
| 35 | Reinforced cement concrete work in beams, suspended floors, roofs balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 36 | 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. (TMT Bars) Fe-500 |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 38 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners,etc |
| 39 | Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade \"A\" sealing compound. |
| 40 | Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete. |
| 41 | kerb stone |
| 42 | Providing & fixing of soccer drain factory made size 300x300x75 mm |
| 43 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
| 44 | Design Drawings survey & soil testing |
| 45 | Sub Total (A) |
| 46 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 47 | Grand Total Please Enable Macros to View BoQ information |
