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| 1 | [10.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. [Through Rate] |
| 2 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] |
| 3 | [10.41.1]Providing and fixing of 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. 1. Red sand stone [Through Rate] |
| 4 | [10.42]Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. [Through Rate] |
| 5 | [10.50.1]Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing 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. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] |
| 6 | [10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. [Through Rate] |
| 7 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 8 | [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [Through Rate] |
| 9 | [11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [Through Rate] |
| 10 | [11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works [Through Rate] |
| 11 | [11.84.1]Painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade . 1. Two or more coats on new work [Through Rate] |
| 12 | [11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm) [Through Rate] |
| 13 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 14 | [13.41]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 and 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate] |
| 15 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] |
| 16 | [24.13.24]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 24. 16 Sq mm 4 core (Arm.) [Through Rate] |
| 17 | [24.13.32]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 32. 25 Sq mm 4 core (Arm.) [Through Rate] |
| 18 | [24.5.2.3]MISCELLANEOUS ITEMS 2.3. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia [Through Rate] |
| 19 | [26.523]Providing and stacking Vernonia elaegnifolia (curtain creeper) plant of height 30 cm to 45 cm. in 20 cm size of Polybag and as per direction of the officer-in-charge. [Through Rate] |
| 20 | [26.58.2]Supply and installation of garden bench 2. Rectangular garden bench with h-shaped sides made of reinforced concrete (M30), thickness 100 mm, back height 750 mm, base width 450 mm. Back and seat shall consist of rectangular reinforced concrete planks 1500 mm x 350 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation. All materials required to be as per BIS specifications. [Through Rate] |
| 21 | [34.1.1]Cast in Situ Cement Concrete M20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer [Through Rate] |
| 22 | [4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 23 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate] |
| 24 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 25 | [6.14.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 26 | [6.15.1]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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 27 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] |
| 28 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 29 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate] |
| 30 | [6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate] |
| 31 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 32 | [6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate] |
| 33 | [6.8.1]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1. 50 mm thick [Through Rate] |
| 34 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 35 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 36 | [8.27.2]Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 2. Granite work [Through Rate] |
| 37 | [8.9.1.5]Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 1.5. Red sand stone - exposed face fine dressed with rough backing.30 mm thick [Through Rate] |
| 38 | Providing and fixing of Letters with ACP CHANNEL and Side Steel with front Trim cap of Atleast 12mm Backlit from Inside with Acrylic of thickness 3mm... With Perforated MS Frame work of 840 sqft with 304 GRADE 12` high STEEL PIPE FOR BACK OF SMALL LETTERS including the cost of Cartrage and installation. complete in all respect upto the entire satisfaction of Engineer in charge. |
| 39 | Providing and fixing of stainless steel bollards of 10 gauge 3040 with 100mm dia x3mm thick, Patti 20mm x 4mm thick (3Nos) With Radium Patti, Bass Plate 200mmx200mmx4mm thick including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineerin-charge of the work |
| 40 | Automatic Control Panel fabricated with 16 SWG CRCA sheet outdoor type with 25A contrator 63 A MCCB , 24 HR timer and Revese forward switch |
| 41 | Providing and fixing of Wire Topiary Frame shapes to create a unique living sculpture in wire frame in the shape of gate as per the size :: 17ft x 5ft x 20ft height as per the drawing and complete in all respect as per the dirction of engineer in charge |
| 42 | Providing and fixing of Wire Topiary Frame shapes to create a unique living sculpture in wire frame in the shape of elephant asper the size :: 11ft x 5ft x 10ft height as per the drawing and complete in all respect as per the direction of engineer-in-charge. |
| 43 | Providing and fixing of stainless steel letters (ATAL BIHARI VAJPAYEE PARK) OF HEIGHT 18` per thedesign and complete in all respet as per the direction of engineer in charge. |
| 44 | Providing and fixing of Acrylic letters (ATAL BIHARI VAJPAYEE PARK ) OF HEIGHT 18` per the design andcomplete in all respet as per the direction of engineer in charge. |
| 45 | Providing and fixing of Sitting Ring Type StructureParticular Specification:Size Round: 42ft 10` Arc17ft Width from the ground15ft height, with two sitting structures made of MS Pipe and Ms sheets, Material: GI Pipe Squre, Pipe Size: 4` x4` Understructure main: Leg pipe size 38mm x 38mmx 1.5mm thick of GI Tube, Cross member 38mm x 38mm x 1.5mm thick of GI Tube, Welding Arc welding all around the weld joints Finish, All joints should be grinded and properly finish smoothing the structure. With PU Paint as directed by site incharge. |
| 46 | Providing and fixing of Wire Topiary Frame shapes to create a unique living sculpture in wire frame in shape of Penguin with baby penguin of Size- 5`x4`x7` feet and baby height 3`x2`x4` as per design complete in all respect as per the direction of engineer in charge . |
| 47 | Providing and fixing of Park Equipments Spring Rocker |
| 48 | Spring See-Saw |
| 49 | Doli- Fibre |
| 50 | Providing and fixing of Open Gym Equipments Providing and fixing of Sky Walker equipment made up of 4inch B class GI pipe: Prime Stand duly bend, Foundation center pipe with 60mm seamless pipe bushes.Permanent lubricated Ball bearings 6205zz/6205-2rs.All welded joint are of good quality.High tensile steel with galvanized nut and bolts to be used.The Circlips to be used are of 25mm.Allen Bolts are also used to tighten the closing cap.Closing cap of HDPE / PPCP Plastic is used. High quality rubber grip are also used for firm handling.The powder coating done with Pure polyester powder with 60 to 70 micron thickness. |
| 51 | Providing and fixing of Shoulder and Chest Press Combo made up of 4inch B class GI pipe: Prime Stand duly bend, Foundation center pipe.The handle frame is made of 42mm OD G.I. pipe.The remaining frame is made of 32mm OD G.I. pipe. Seating frame support of dimension 250 x 150 x 5mm is welded for supporting the pedal seat. MS Seat of size 380mm x 300mm x 5mm is used for supporting the foot. ?? 60mm seamless pipe bushes. Permanent lubricated Ball bearings 6205zz/6205-2rs. Foundation plate of dia ??225mm and 10mm thickness is welded at bottom. |
| 52 | providing and fixing of Foreman Ring Dual or Parallel Bar made up of 2inch B class GI pipe: Prime Stand duly bend, Foundation center pipe.All welded joint are of good quality.High tensile steel with galvanized nut and bolts to be used.The powder coating done with Pure polyester powder with 60 to 70 micron thickness. |
| 53 | Providing and fixing of Post top lantern made of die cast aluminium base, spum aluminium top and polycarbonate cover and reflecto of LED 620F,40w Size- 400x350 With-Philips/Fulham/HR Driverand complete in all respet as per the direction of engineer in charge . Please Enable Macros to View BoQ information |
