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| 1 | Arboriculture/Landscape work ,Beautification work at Dharampur chowk to Araghar chowk,Dehradun |
| 2 | Removal of stumps and roots including backfilling with suitable material to required compaction(Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres andearth filling in the depression/pit.) |
| 3 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 4 | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles includingexcavation and dismantling of foundation concrete and lines under the supervision of concerneddepartment, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable andunserviceable material separately) |
| 5 | Cast in Situ Cement Concrete M 20 Kerb with Channel-Construction of cement concrete kerb withchannel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCCon M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade,sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundationconcrete laid manually, all complete as per clause 409 Using Concrete Batching and Mixing Plant,PCC M15 for Kerb base,Median |
| 6 | PCC M20 for Kerb (Cast in Situ) |
| 7 | 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 and for all lift. |
| 8 | Providing and laying 80 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. |
| 9 | Preparation of beds for hedging and shrubbery byexcavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking 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 withwater, 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) |
| 10 | Providing & laying Selection no. 1 grass turf with earth50mm to 60mm thickness on existing ground preparedwith proper level and ramming with required toolswooden and than rolling the surface with light roller makethe surface smoothen and light watering the same, asper direction of officer in charge |
| 11 | Providing and stacking of Tecoma stans of height 90-105 cm. bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 12 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marrypalmar, Cherry Blossom etc. well developed with fresh & healthy bushy infull bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of theofficer-in-charge |
| 13 | Printing new letter and figures of any shade (Printing new letter and figures of any shade with syntheticenamel paint black or any other approved colour to give an even shade |
| 14 | ZEBRA CROSSING |
| 15 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with syntheticenamel paint in all shades on new plastered concrete surfaces) |
| 16 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes,arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 onbituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation atsite and traffic control ) Area of 1 arrows |
| 17 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads onBituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface appliedglass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)area of 1 longitudnal markings |
| 18 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, objectmarkers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the groundand confirming toIRC-79 and the drawings.) |
| 19 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Class B type IV retro reflective over 2mm thick aluminium sheetingvide clause 801.3, 3mm/4mm thick Aluminum composite material sheet depending on the size of the signfixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cementconcrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall bemaintained as per section 12 of IRC 67 ) |
| 20 | 120 cm circular |
| 21 | 120 cm high octagon |
| 22 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing anderecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensitygrade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite materialsheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5meter total height firmly fixed to the ground by means of properly designed foundation with M 25 gradecement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing ) direction board |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in |
| 24 | 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 and for all lift. |
| 25 | Providing and laying Iron 2m Bollard Light (across circumference) |
| 26 | Bollard |
| 27 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 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 pigmentmatching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. |
| 28 | Providing and laying Rcc Precast Bollard |
| 29 | Providing and FIXING 200 WATT RGB FLOOD LIGHT FOR STATUE |
| 30 | PROVIDING AND INSTALLING LORD SHIVA STATUE IN MAKRANA MARBLE WITH HEIGHT 5 FT AND BASE HEIGHT 3 FEET INCLUSIVE OF ALL TRANSPORTATION AND MISSCELLANEOUS COST. |
| 31 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms,lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. |
| 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 upto 1.5 m. |
| 33 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) |
| 34 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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 |
| 35 | All works above plinth level upto floor V level-COLUMN c1,PLINTH BEAM, SLAB |
| 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 |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for--Foundations, footings, bases of columns, etc. for mass concrete |
| 38 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 39 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 40 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 41 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand |
| 42 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand |
| 43 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 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 ofpigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid forseparately) :Red sand stone - Exposed face machine cut and tablerubbed with rough backing.140 |
| 44 | 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 |
| 45 | Work Contigency and signage charges 4%of total cost |
| 46 | add 6% GST on DSR 2020 Please Enable Macros to View BoQ information |
