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| 1 | Providing and fixing of Cast iron bollard with MS chain Material feature high-strength cast iron with high carbon and silicon content, while finishes can include paint or galvanization for weather resistance.Common features are manual operation, a focus on pedestrian safety, and options for custom sizes. Set of 2 Bollard with chain 1 15000 15000,00 18% significant weight (40-42 kg or more) Size Height :800mm to 900mm Diameter around 150mm to 210mm Chain Length between 2 bollard Is 5Ft Alloying Elements: Often contains 2-4% carbon, 1-3% silicon, and small amounts of other elements like manganese, molybdenum, and copper for addedstrength. Complete with all respect as per entire satisfaction of engineer in charge. |
| 2 | [10.30.1]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and 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). 1. Light shade pigment using white cement [Through Rate] |
| 3 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 4 | [11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete [Through Rate] |
| 5 | [11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate] |
| 6 | [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] |
| 7 | [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] |
| 8 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] |
| 9 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] |
| 10 | [21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate] |
| 11 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] |
| 12 | [26.20]Supply and Planting rare and specimen tree plants in already prepared pits (Ficus starlight 150 cm height , Terminalia 210 cm height, menatalis , Michelia champaca hybrid more than 180 cm height, Cyprus (Golden juniperous ) more than 180 cm height, topiary of 10 to 12 no. well trimmed bolls of more than 30cm size of Ficus nuda, Ficus retusa, Ficus long island , Ficus panda more than 180 cm height, Golden bottle brush , casurina equistefolia , Bottle palm with stem circumference at base more than 40cm ,Washingtonia palm of healthy clear stem height below leaf more Thant 90 cm ) including , fertilizer and insecticides chlorpyriphos 20 ml per pit, planting of 180cm to 210cm tall sapling in position and flooding with water .specie of plant will be decided by engineer in charge. [Through Rate] |
| 13 | [26.58.1]Supply and installation of garden bench 1. Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm one plank 1500 mm x 200 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] |
| 14 | [26.62]PCC tree-guard with appropriate reinforcement with MS bars of 8mm, 6mm and 4mm, having four panels of equal size and specification, consisting of overall height of 1800 mm and overall width of 620 mm including all carriage. All materials required to be as per BIS specifications. [Through Rate] |
| 15 | [26.66.1]Providing and fixing of garden fencing of green hexagonal net. 1. Fixing of fencing with MS angles 25 x 25 x 3 mm, 1.5 m above ground fixed 30 cm under ground at 3m centre to centre with cement concrete 1:2:4. Net to be fixed with nut bolts with washer at three places and one 4 mm GI wire running through the net at top and bottom for stability and strength. [Through Rate] |
| 16 | [26.7]Grassing of play grounds with doob grass including uprooting rank vegetation and weeds by digging area to a depth of 30 cm , removing all weeds and other growth with roots by forking repeatedly, ploughing and dragging with ‘swagha’ breaking of clods, removal of rubbish, dressing and supplying doob grass roots, and planting at 10 cm apart in both directions , watering weeding including supplying and spreading of farm-yard manure at the rate of 0.18 cum per 100 sqm fertilizers DAP 50 g per sqm etc and maintenance till weed free turf is formed [Through Rate] |
| 17 | [3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate] |
| 18 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] |
| 19 | [34.53]Providing and erecting 12 m wide overhead signs with a corrosion resistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing [Through Rate] |
| 20 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] |
| 21 | [5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate] |
| 22 | [6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 23 | [7.22.1]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 : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
