Tender For Water Body Construction Work Under The Residential Project Of Ahana Greens. - Pond & Development Civil Works 2 Earth work in surface excavation not exceeding 30 cm in depth bt exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer - in - charge . All kind of soil 3 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M25 grade with minimum cement content of 330 kg /cum. Excess/les cement used as per design mix is payable/recoverable separately). All works upto plinth level . 5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 6 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 7 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping &hooks. 8 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 9 Brick work with common burnt clay (non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 10 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. 11 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 & 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 12 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 13 Painting and vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. paint to be used should confirm to the I.S.I No. 103:1950 Same as item no. 641 above but for every coat after 1st coat Details of cost for 650 sft Area 14 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 15 Providing and laying flamed finish 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 :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 16 40 mm thick fine diressed stone flooring over 20mm average thick base of cement mortar 1:5 (1 cement: 5 coarse sand) including pointing with cement mortar 1:2 etcc all comp. 17 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : 18 Pathway 19 COST OF PATHWAY 20 Lighting Works 21 EXTERNAL LIGHT FEEDER PILLAR 22 EXTERNAL LIGHT FEEDER PILLAR 23 Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.6 sq. mm 4 core 24 16 sq. mm 4 core 25 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring ofthe cable shall be properly connected with the earth as per direction of Engineer-Incharge.4 X 6 sq. mm (25mm) 26 16 sq. mm 27 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 6 sq. mm 28 16 sq. mm 29 Supply Installation Testing & Commissioning of E-Topp LED post top lantern with spun aluminium canopy and die cast aluminium spiget offers symettric light distribution with clear acrylic diffuser. similar to Surya SLE PT 40W ETPP or equivalent. 30 Supply Installation Testing and Commissioning of Cast aluminum Pole with cast alumn. base duly primer coated & Polyester/ Polyurethane painted inluding foundation bolts, foundation, DP MCB as required. 31 Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. 32 Supply and fixing of one number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. 33 HORTICULTURE WORKS AROUND WATER BODY 34 Development of Lawn 35 Development of Hedge 36 Site survey Palm/Trees/Shrubs 37 Digging of Pits 900 X 900 X 900 MM 38 600 X 600 X 600 MM 39 300 X 300 X 300 MM 40 150 X 150X 150 MM 41 Supplying and mixing of local sand including,cartage, loading, unloading all. Palm/Tree/Shrubs @ 0.01 cum/plant 42 Ground Covers @ 0.001 cum/plant 43 Supplying and mixing of FYM including,cartage, loading, unloading all.Palm/Tree/Shrubs @ 0.01 cum/plant 44 Supplying and mixing of FYM including,cartage, loading, unloading all. Ground Covers @ 0.001 cum/plant 45 Supply and Mixing of D.A.P(@ 0.035kg/plant) including, loading, unloading, cartage all. 46 Supply and Mixing of M.O.P(@ 0.015kg/plant) including, loading, unloading, cartage all. 47 Supplying and spraying of required quality of antitermite i.e. Chloropyriphos 20E.C.@ 0.004 Ltr/Plant. 48 Washingtonia robusts of 2.5mt stem height, approx 40 cm girth atleast 6-7 leaves 49 Amaltash of 12.5 ft stem height, approx 10 cm girth Multi branches 50 Jacaranda of 12.5 ft stem height, approx 10 cm girth Multi branches 51 Gulmohar of 12.5 ft stem height, approx 10 cm girth Multi branches 52 Bauhinia blakeana of 12.5 ft stem height, approx 10 cm girth Multi branches 53 Bauhinia acuminata of 12.5 ft stem height, approx 10 cm girth Multi branches 54 Saraca asoca of 12.5 ft stem height, approx 10 cm girth Multi branches 55 Michelia champaka of 12.5 ft stem height, approx 10 cm girth Multi branches 56 China Rose (Code No. 10379) 57 Cestrum nocturnum (Code No. 10358) 58 Gardenia jasminoides (Code No. 10373) 59 Tecoma stans 90-105cm ht. (Code No. 10415) 60 Tecoma Gaudi-Chaudi 90-105cm ht. (Code No. 10412) 61 Chlorophytum (Code No. 6.9) 62 Cuphia (Code No. 6.10) 63 Palm/Tree/Shrubs 64 Ground Covers 65 900 X 900 X 900 MM 66 600 X 600 X 600 MM 67 300 X 300 X 300 MM 68 Palm/Tree/Shrubs 69 Ground Covers 70 Palm/Tree/Shrubs 71 Ground Covers 72 Supplying and planting of winter.summer seasonal flower plants such as Salvia/Celosia/Petunia/Pansy/Jafri/Calendula/ Cineraria/Dianthus Etc,. 73 Maintenance of Plants upto 1 year taking resposibilities of all types including hoewing, weeding, watering, manuring & casuality replacement etc all comp Plam Tree 74 Maintenance of Plants upto 1 year taking resposibilities of all types including hoewing, weeding, watering, manuring & casuality replacement etc all comp Shrubs 75 Maintenance of Plants upto 1 year taking resposibilities of all types including hoewing, weeding, watering, manuring & casuality replacement etc all comp Ground Covers 76 Boundary W all WORKS AROUND WATER BODY 77 Boundary Wall 78 Retaining Wall 79 Drain WORKS AROUND WATER BODY 80 Drain 300x325mm 81 Waste Management System 82 Providing, supplying and fixing Set of 4x120 liter Capacity plastic bins with two rubber wheels of size (550 Lx490 Bx930 H) mm laying on concrete plateform of 2.4x1.2 (made up of 100 mm thick PCC with 300 mm thick laterite stone soling). 83 Stone Benches 84 Providing, supplying and fixing of Rcc or Sand stone bances of 3 seater size of 6x1.5x2.5 of premium qualitiy with ornament work on elevation fixing with c.c. 1:2:4 (1 cement : 2 coarse sand : 4 20 mm nomonal size stone grit) at ground as per existing drawing and design at site of work and approved by Engineer-in-charge including supply of all necessary accessories, labour T&P etc. complete. 85 Parapet on Retaining Wall 86 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. In gratings, frames, guard bar, ladder, railings, brackets, 87 Painting and vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. paint to be used should confirm to the I.S.I No. 103:1950 Same as item no. 641 above but for every coat after 1st coat Details of cost for 650 sft Area 88 Renovation of P.G.I Boundary (Site Facing) 89 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 90 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 91 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. 92 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
