Development of Park-II at Ch.Devilal Model Town Ship Mela Ground in MC Sirsa

Works

[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]

[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]

[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]

[11.60]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. [Through Rate]

[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]

[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]

[13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate]

[13.30.2]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 2. Hot finished seamless type tubes [Through Rate]

[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]

[24.4.15.1]STREET LIGHT 15.1. B.S.E.N. 10025 High Masts "Supply, installation, testing and commissioning of 12.5 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer -in-Charge Thickness of Top and Bottom Section = 3 mm (minimum) Top Dia = 150 mm and Bottom Dia = 360mm Thickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum)" [Through Rate]

[24.9.1]RCC FOUNDATIONS FOR HIGH MAST OCTAGONAL POLES 1. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 75 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for high mast octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 12.5 m high mast pole [Through Rate]

[26.17.2]Stacking of Trees 2. Providing and fixing double stake for tree with bamboos 38 mm dia, 2.40 m long including rope, wire etc. [Through Rate]

[26.18]Supply and planting of disease free healthy , vigorous growing more than 75 cm height permanent shrubs in already prepared pits, supplied in 25 cm x 20 cm poly bags , application of 10 ml chlorpyriphos 20% E.C. termiticide each and watering supplied through the tractor tanker. [Through Rate]

[26.200]Providing and Displaying Dahlia single in different colour with fresh and healthy foliage well developed with 6 to 8 half blooming buds in 15 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. [Through Rate]

[26.28]`Supply and planting healthy disease free 30 cm to 45 cm height ground cover of rare species plants .i.e. Rasselia, Chlorophytum, Juniperous prostata, Asparagus grass, cuphea chinensis, ipomea, Portulacaria (Jade plant)Zebrina Trades Cantia etc ) including digging 30 cm deep bed and refilling of beds with excavated soil and FYM 0.075cum per sqm , Fertilizer DAP 100 gms and insecticides chlorpyriphos 10ml per sqm , planting of saplings of rare specie of plants to be supplied in 20cm x 20cm ` polybags with full of leaves and in healthy condition at 30cm distance from plant to plant and row to row minimum 15 no. plants per sqm ,and watering ` [Through Rate]

[26.3.1]Supplying at site good earth /soil-less media and/ or organic matter, preparation of top dressing mixture or pot media 0.00 0.00 0.00 1. Supplying at site of work well-decayed farm-yard manure from any available source, approved by the Engineer-in-charge including screening through sieve of I.S.designation 16 mm with 5 km lead and supply of good earth making mixture in ratio of 1:2 [Through Rate]

[26.348]Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big Polybag of size 25 cm as per direction of the officer-in-charge. [Through Rate]

[26.355]Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 30-40 cm well developed in big HDPE bags as per direction of the officer-in-charge. [Through Rate]

[26.375]Providing and stacking of Ficus infectoria (Pilkhan) of height 150-165 cm. in big Polybag of size 25 cm as per direction of the officer-in-charge. [Through Rate]

[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]

[26.63.4]Providing and fixing steel tree guard 4. M.S. Flat iron tree guard 45 cm square and 1.8 metres. height above ground level formed of 4 Nos. of angle irons of 25 x 25 x 3 mm 2.1 m long, 5 Nos. 25mm x 3mm horizontal MS flats welded to verticals on each side. Tree guard in two halves bolted together with 8mm dia & 30 mm long bolts, fixed in ground with 1:2:4 cement concrete, complete in all respects. Minimum weight 15.67 kg [Through Rate]

[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]

[32.41.1]Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/self tapping SS screws of size 5.5x65 mm with EPDM seal complete up to required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealant where required etc. but excluding the cost of purlins, rafters and trusses. 1. 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. [Through Rate]

[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]

[4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate]

[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]

[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]

[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]

[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]

[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]

[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]

[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]

[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]

[9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [Through Rate]

Providin and fixing of MultiplayStation jhula with sizer27*15*13ft with nos.climber/Height Gainer,2nos.canopy,6.5ft long Spiral Spider of 6mm thick , 10ft long wave slider of 6 mm thick , tunnel 5 ft long ,2nos. chain swing sheat jhullawith 2nos.doom.

Providing and Fixing of Chain Swing jhula two seater (10` Height)x(8`width) with bearing.

Providing and fixing of Triple Twister of Size1700x1300x1300mm

Providing and fixing of Arm Wheel in a pair of size 850x800x1800mm fabricated with main post of 114mm dia.

Providing and Fixing of Pull and power push chair of size 2500x800x2000mm