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| 1 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)manual means over areas (exceeding 30 cm in depth, 1 . 5 m in width aswell as 1 0 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-in-charge Ordinary rock |
| 3 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 4 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 as per DSR-(6.1.2) |
| 5 | Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laidin required colour and pattern over and including 50 mm thick compactedbed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge. |
| 6 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete.(25x25x2) per kg 1.43 for nala cover 10.16.2 |
| 7 | Laying at or near ground level old kerb stones of all types in position to therequired line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thicknessof joints, except at sharp curve, shall not be more than 5 mm), includingmaking drainage opening wherever required etc. complete as per directionof Engineer-in-charge. (Length of finished kerb edging shall be measuredfor payment). (Old kerb stones shall be supplied by the department freeof cost) |
| 8 | Designing, fabricating, testing, installing and fixing in position CurtainWall with Aluminium Composite Panel Cladding, with open grooves forlinear as well as curvilinear portions of the building , for all heights and alllevels etc. including: (a) Structural analysis & design and preparation of shop drawings forpressure equalisation or rain screen principle as required, proper drainageof water to make it watertight including checking of all the structural andfunctional design. (b) Providing, fabricating and supplying and fixing panels of aluminiumcomposite panel cladding in pan shape in metalic colour of approvedshades made out of 4 mm thick aluminium composite panel materialconsisting of 3 mm thick FR grade mineral core sandwiched betweentwo Aluminium sheets (each 0.5 mm thick). The aluminium compositepanel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shadeon face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather siliconesealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with HotDip Galvanised with serrations and serrated washers to arrest the windload movement, fasteners, SS 316 Pins and anchor bolts of approvedmake in SS 316, Nylon separators to prevent bi-metallic contacts allcomplete required to perform as per specification and drawing The itemincludes cost of all material & labour component, the cost of all mockups at site, cost of all samples of the individual components for testingin an approved laboratory, field tests on the assembled working curtainwall with aluminium composite panel cladding, cleaning and protection ofthe curtain wall with aluminium composite panel cladding till the handingover of the building for occupation. Base frame work for ACP claddingis payable under the relevant aluminium items. The Contractor shallprovide curtain wall with aluminium composite panel cladding, havingall the performance characteristics all complete , as per the Architecturaldrawings, as per item description, as specified, as per the approved shopdrawings and as directed by the Engineer-in-Charge. However, for thepurpose of payment, only the actual area on the external face of thecurtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places. |
| 9 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete.(25x25x2) per kg 1.43 for nala cover 10.16.2 |
| 10 | Providing and fixing G.I. chain link fabric fencing of required width in meshsize 50x50 mm including strengthening with 2 mm dia wire or nuts, boltsand washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 11 | BOQ GEM ITEMS (GEM/INDIA MART) Providing and fixing outdoor STEEL GARDEN BENCH CAPACITY 3 SEATER |
| 12 | Providing and fixing outdoor PLASTIC DUSTBINS |
| 13 | Providing and fixing SOLAR BOLLARDS |
| 14 | BOQ LANDSCAPPING (CPWD DSR 2020) 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 |
| 15 | Preparation of beds for hedging and shrubbery byexcavating 60 cm deep and trenching the excavatedbase to a further depth of 30 cm, refilling the excavatedearth after breaking clods and mixing with sludge ormanure in the ratio of 8:1 (8 parts of stacked volume ofearth after reduction by 20% one part of stacked volumeof sludge or manure after reduction by 8%), flooding withwater, filling with earth if necessary, watering and finallyfine dressing, leveling etc. including stacking anddisposal of materials declared unserviceable and surplusearth by spreading and leveling as directed, within a leadof 50 m, lift up to 1.5 m complete (cost of sludge, manureor extra earth to be paid for separately) |
| 16 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed withmanure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth afterreduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding withwater, 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)Holes 1.2 m dia and 1.2 m deep |
| 17 | Providing and Displaying Fishtail palm well developedwith fresh & healthy foliage leaves of ht 210 to 240cmSpecimen plant in 35 cm Cement Pot as per direction ofthe officer-in-charge |
| 18 | Providing and stacking of Tecoma stans of height 90-105cm. bushy in big size HDPE bag as per direction of theofficer-in-charge. |
| 19 | Providing and stacking of Thuja compacta of height 75-90 cm., conical shaped, well formed with healthy foliagein earthen pots of size 30 cm as per direction of theofficer-in-charge. |
| 20 | BOQ HORTICULTURE (SOR MORTH-2024-25) Grassing with ' Doobs' Grass (Grassing with 'Doobs' grassincluding watering and maintenance of the lawn for 30 days ormore till the grass forms a thick lawn free from weeds and fitfor moving including supplying good earth if needed) In rows 7.5 cm apart in either direction |
| 21 | a) Planting Permanent Hedges including Digging of Trenches(Planting permanent hedges including digging of trenches, 60cm wide and 45 cm deep, refilling the excavated earth mixedwith farmyard manure, supplied at the rate of 4.65 cum per100 metres and supplying and planting hedge plants at30 cm apart) |
| 22 | BOQ RETANING WALL (PWD S.O.R) Earthwork in excavation in ordinary soil as per SOR Chapter No. 3.13.1-A |
| 23 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all as per PWD SOR Chapter no.2.2 |
| 24 | Stonemasonry in cement mortar for substructure complete as per drawing& technical specification Clauses 702, 704, 1202 and 1204 MORD 12-4-1-3 |
| 25 | P.C.C. 1:2:4 in cement, c.sand and 20mm gauge ston ballast including supply of all material, labour and T&P etc.s.0.r.no.12-5-2-1 |
| 26 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 SOR No-12.-2 |
| 27 | BOQ BOUNDARY WALL (DSR 2023) Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR No-2.8.1 |
| 28 | 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).(4.1.8) |
| 29 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).(5.3) |
| 30 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Reinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars DSR-(5.22.1) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for :DSR- (5.9) |
| 32 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 as per DSR-(6.1.2) |
| 33 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks DSR-(6.3.1) |
| 34 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) DSR No.(13.1.2) |
| 35 | 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.DSR.13.80 |
| 36 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)DSR:(13.44.1) |
| 37 | BOQ MARKET ITEMS (QUOTATION RATE) MULIPLAY STATION CHILDREN PARK MULTIPLAY SYSTEM TRPS-13Size : 30 X 26 X 15 ft• Pipe : Structure pipe made of PrakashBrand B class conforming to IS 1239 latestpipe 4” 42 OD and 32 OD of 2 to 3 mmthickness.• Material of stair , railing ,bridge :structure made of 32 OD AND 25 mm pipeof 2 to 3 mm thickness. (B class conformingto IS 1239 latest) PU coated with the layerof thickness of 70 to 80 microns• plastic part : LLDPE (roto platic) of 6 mmthickness with UV 6 resistance.• pole Cap – made of HDPE• Paint – powder coated ( 80 to 90 micron).For children of age group of 3 to 12 years |
| 38 | OUTDOOR GYM EQUIPMENTS 1.LEGS EXERCISER / LEGPRESS DOUBLE 2. DOUBLE SKIER / SKYWALKERDOUBLE 3.COMBO STEP WALKER 4. 3 IN 1 AIR WALKER+LEG PRESS+ SINGLE TWISTER |
| 39 | BOQ WALL PAINTING (QUOTATION RATE) WALL MURAL WORK, Including All painting materials primer, putty, paint, and other necessary supplies,Labor charges, Surface preparation cleaning, minor repairs, and priming,Application of two coats of premium paint (or as specified),Cleanup post-painting. Please Enable Macros to View BoQ information |
