Greater Cochin Development Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,625Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_GCDA_573091_1Bid Award Id
ViewTender No
E1/7066/2022/GCDATender Authority
Greater Cochin Development Authority ViewPurchaser Address
-Website
http://http://gcda.kerala.gov.in/
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Documents
BOQ Items
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50.2.33.7 : Cutting branches of trees overhanging above any structures of girth between 90cm to 120cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
10
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50.2.33.8 : Cutting branches of trees overhanging above any structures of girth beyond 120cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
15
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2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
634
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2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
634
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15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
14.08
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15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
7.9
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60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
2.45
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15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
0.34
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16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
685.79
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16.84 : Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
38.08
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2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
625.02
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15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
25
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50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
74.8
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60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
2.45
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7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1.38
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6.1.1 : Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
0.34
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
2
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od357360/2022_2023 : Engaging the labour charge; fitter grade 1, for compound wall fencing and gate fixing
3
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od357361/2022_2023 : Cleaning the surface and removing dirt,dust,greese,oil,algae,fungus including washing the surface with the help of required srubbers and cleaning with machine operated water jet etc. Without causing any damage to the existing structure.
452.9
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14.1.1 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
72.17
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13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
187.34
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13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
2
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13.99.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
130.61
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13.111.1 : Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement
paint surface
331.2
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STAGE RENOVATION AND AMPHITHEATRE
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15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
65.8
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15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
1.87
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2.8.1 : 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.All kinds of soil
8.15
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60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
9.26
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7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.24
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6.1.1 : Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
0.79
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4.1.8 : 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 nominal size)
1.39
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5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
2.09
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5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
34.48
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5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
166.8
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
22.11
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14.1.1 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
7.24
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13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
13.9
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11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
53.08
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13.45.1 : Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm
24.83
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13.111.1 : Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement
paint surface
124.12
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13.99.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
59.04
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10.28 : 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
24.6
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TOILET BLOCK
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2.8.1 : 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.All kinds of soil
3.49
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60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
3.49
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7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1.95
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2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
0.37
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4.1.8 : 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 nominal size)
0.42
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50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
2.8
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5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup 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, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
1.04
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5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
7.98
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5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
1.4
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5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
11.5
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5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
84.34
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
37.58
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13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
9.13
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11.39 : Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
4.14
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8.31 : Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622
(thickness to be specified by the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge,
in skirting, risers of steps and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @
3.3kg per sqm, including pointing in white cement mixed with pigment of matching
shade complete.
26.34
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13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
20.37
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9.117.1 : Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm
5.3
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9.118.1 : Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).
1.83
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21.1.1.2 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
1.48
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21.1.2.2 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
2.38
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21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
0.18
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LANDSCAPE WORK
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4.6.1 : Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1.5:3 ( 1 cement : 1.5 coarse sand (Zone III): 3 graded stone aggregate 20 mm nominal size)
9.11
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4.4.1 : Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size)
1.64
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2.8.1 : 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.All kinds of soil
14.25
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60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
18.08
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7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.22
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2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
16.7
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50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
1.3
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4.1.8 : 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 nominal size)
5.12
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5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup 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, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
0.49
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5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
2.16
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5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
82.25
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5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
38.88
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
35.66
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13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
2.16
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13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
7.79
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8.2.2.2 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
5.44
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8.2.2.1 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab upto 0.50 sqm
2.97
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13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
31.18
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16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design
& pattern.
477.76
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od356828/2022_2023 : Providing and laying Tandur stone in footpath, parks, lawns etc, of required strength, thickness & size/ shape, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of Tandur stone into the sand bedding layer, filling the joints with sand and cutting of Tandur stone as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (Modified DAR 16.91.1)
147.26
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od357344/2022_2023 : Rubble Stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm jointed with neat cement slurry mixed including preparing the bedding surface, rubbing and polishing complete, filled with cement mortar 1:4 (1 cement : 4 coarse sand) etc. all complete. [Modified DAR 16.73,16.72 and 3.9]
6.95
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13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
116.34
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od357044/2022_2023 : Petty works at site, coolie
15
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od357045/2022_2023 : Supplying, Providing & placing of park seating benches with cast iron frame with wooden seating and of size 60" L, 16"W, 20" H at site with primer and required finishes of paint including loading, unloading, carriage etc.and as per direction of officer in charge.
7
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od365187/2022_2023 : Supplying and fixing ready made waste bins of 3 feet length and 22 inch width at necessary location.
3
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GARDEN WORK
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od356784/2022_2023 : Planting by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings of groundcovers free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the groundcovers transported and unloaded at site. The Groundcovers have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of GARDENEA ,40CM HEIGHT
15
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od356795/2022_2023 : Planting trees by Digging pit in all kinds of soil and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and planting trees supplied with roots covered with appropriate natural containers from the source of availability including all conveyance, transported without any damage to the root pods, covering the stem with necessary hay etc., caring and protecting the plants transported and unloaded at site till planting in pits of size 120 cm diameter, and 120 cm deep, TERMINALIA VARIEGATED. Appropriate Length of softwood props shall be provided as supports for the plants as directed. The trees have to be maintained for a period of 3 months after the entire planting of trees is completed. The Rate shall include necessary labour, supply of materials, safe keep of plants, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>TERMINALIA VARIEGATED 180CM
3
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od356796/2022_2023 : Planting HELICONIA PSITTACORUM by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the plants transported and unloaded at site. The plants have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of plants, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>45cm height
50
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od356797/2022_2023 : Planting trees by Digging pit in all kinds of soil and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and planting trees supplied with roots covered with appropriate natural containers from the source of availability including all conveyance, transported without any damage to the root pods, covering the stem with necessary hay etc., caring and protecting the plants transported and unloaded at site till planting in pits of size 120 cm diameter, and 120 cm deep, FOX TAIL PALM . Appropriate Length of softwood props shall be provided as supports for the plants as directed. The trees have to be maintained for a period of 3 months after the entire planting of trees is completed. The Rate shall include necessary labour, supply of materials, safe keep of plants, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>FOX TAIL PALM 3M
1
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od356798/2022_2023 : Planting FICUS PANDA PLANTS by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings of groundcovers free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the groundcovers transported and unloaded at site. The Groundcovers have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of Groundcovers, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>90cm height
33
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od356799/2022_2023 : Planting ALPINIA PLANTS by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings of groundcovers free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the groundcovers transported and unloaded at site. The Groundcovers have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of Groundcovers, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>30cm height
10
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od356800/2022_2023 : Planting trees by Digging pit in all kinds of soil and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and planting trees supplied with roots covered with appropriate natural containers from the source of availability including all conveyance, transported without any damage to the root pods, covering the stem with necessary hay etc., caring and protecting the plants transported and unloaded at site till planting in pits of size 120 cm diameter, and 120 cm deep, ARECA PALM 1.80 M HEIGHT . Appropriate Length of softwood props shall be provided as supports for the plants as directed. The trees have to be maintained for a period of 3 months after the entire planting of trees is completed. The Rate shall include necessary labour, supply of materials, safe keep of plants, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>ARECA PALM 1.80 M HEIGHT
24
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od356801/2022_2023 : Planting Buffalo grass by excavating planting bed 30 cm deep at specified area shown in the planting plans and preparing the same with thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying and planting Grass Buffalo grass sod, machine cut at a uniform soil thickness of 15 mm, plus or minus 6 mm, at the time of cutting, measurement for thickness shall exclude top growth and thatch. Individual pieces of Buffalo grass sod shall<br>be cut to the supplier’s standard width and length. Maximum allowable deviation from standard widths and lengths shall be plus or minus 15 mm on width and plus or minus five percent on length. Broken pads and torn or uneven ends will not be acceptable. Standard size sections of Buffalo grass sod shall be strong enough that it can be picked up and handled without damage. Buffalo grass sod shall not be harvested or transplanted when its moisture content (excessively dry or wet) may adversely affect its survival. Before<br>harvesting, the turfgrass shall be mowed uniformly at a height of 25 to 60 mm on winter season grasses and 20 to 40 mm on summer season. Grass turfgrass sod should be transported unloaded at site with care and protection and without any damage. The planted Grass turf grass have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of Grass , cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>Details of cost for 10 sqm.
564.48
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od356802/2022_2023 : Planting DIANELLA TASMANICA PLANTS by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings of ground covers free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the ground covers transported and unloaded at site. The Ground covers have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of Groundcovers, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>30cm height
38
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od356803/2022_2023 : Planting EUGINIA PLANTS by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the plants transported and unloaded at site. The plants have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of plants, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>EUGINIA PLANTS 90 cm
13
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od356804/2022_2023 : Planting BROAD LEAF LADY PALM by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings of ground covers free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the ground covers transported and unloaded at site. The Ground covers have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of Ground covers, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>45cm height
68
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od356805/2022_2023 : Planting PHILODENDRON SELLOUM by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the plants transported and unloaded at site. The plants have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of plants, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>40cm height
19
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od356806/2022_2023 : Planting trees by Digging pit in all kinds of soil and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and planting trees supplied with roots covered with appropriate natural containers from the source of availability including all conveyance, transported without any damage to the root pods, covering the stem with necessary hay etc., caring and protecting the plants transported and unloaded at site till planting in pits of size 120 cm diameter, and 120 cm deep, PLUMARIA OBTUSA - 2.5 M . Appropriate Length of softwood props shall be provided as supports for the plants as directed. The trees have to be maintained for a period of 3 months after the entire planting of trees is completed. The Rate shall include necessary labour, supply of materials, safe keep of plants, cost of conveyance, removal of rubbish and surplus earth etc. Complete.<br>PLUMARIA OBTUSA - 2.5 M
3
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od356825/2022_2023 : Planting CALATHEA LUTAE PLANTS by excavating planting bed 45 cm deep at specified area shown in the planting plans and refilling the same with a thorough mix of good quality fertile soil, river sand, dried cow dung manure and leaf mould mixed in the ratio of 1:1:1:1, removal of rubbish and surplus earth if any, including lead, lift etc. as directed by the engineer in charge and supplying good healthy cuttings of groundcovers free of all pests and deceases from the source of availability including all conveyance, transported without any damage to the cuttings, covering, caring and protecting the groundcovers transported and unloaded at site. The Groundcovers have to be maintained for a period of 3 months after the entire planting is completed. The Rate shall include necessary labour, supply of materials, safe keep of Groundcovers, cost of conveyance, removal of rubbish and surplus earth etc. Complete.
11
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PLUMBING WORK
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17.3.1 : Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
1
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17.7.1 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
2
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50.17.1.1 : Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
1
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50.17.1.2 : Supplying and fixing CP Towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
1
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50.17.1.4 : Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
1
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od356454/2022_2023 : Supply, installation and commisiioining charges for Floor Drain Outlets including, accessories, bolts/screws, washers, etc. as applicable, complete including making good the wall as per Architectural drawings and as relevant standards.<br>125X125 1.2mm thick SS 304 grade lockable type floor drain
1
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18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
2
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18.52.1 : Providing and fixing C.P brass stop cock ( concealed) of standard design and of approved make conforming to IS: 893115 mm nominal bore
1
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18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
1
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18.7.2 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal outer dia pipes
1
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18.8.2 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.20 mm nominal outer dia pipes
5
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18.8.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.25 mm nominal outer dia pipes
1
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18.9.2 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work20 mm nominal outer dia pipes
75
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18.9.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work25 mm nominal outer dia pipes
10
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18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
1
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18.17.1A : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore
1
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50.18.8.8.2 : Providing and fixing PVC pipes, fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per the direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 4 kgf/cm2
3
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50.18.9.6.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
3
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50.18.9.8.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
5
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50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
20
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od356684/2022_2023 : Supply, Installation, testing and commissioning of drainage fixtures and accessories including cutting and making good the wall/slab all in accordance with the drawings and relevant standards.<br>Floor trap 100 mm dia
1
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19.4.1.2 : Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith Sewer bricks conforming to IS: 4885
1
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19.7.1.2 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With Sewer bricks conforming to IS : 4885
4
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od365511/2022_2023 : Supply and fixing of CI manhole frame and cover of lockable type ( Double Sealed ) over openings of under ground sump, overhead tank,rain water Sump, soak pits.<br>600X600 Manhole cover with medium duty
4
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19.32.1 : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
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OPEN GYM AND PLAY EQUIPMENT
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od356755/2022_2023 : Supplying, Providing & placing of Outdoor Surf board at site with primer and required finishes of paint including loading, unloading, carriage etc.and as per direction of officer in charge.
1
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od356757/2022_2023 : Supplying, Providing & placing of Outdoor Seat twister at site with primer and required finishes of paint including loading, unloading, carriage etc.and as per direction of officer in charge.
1
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od357273/2022_2023 : Supplying and fixing childrens play equipment 2 seater seesaw SE01 at site as instructed by concerned Architect / Engineer including transportation, fixing etc. complete.
1
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od357274/2022_2023 : Supplying and fixing childrens play equipment Double swing SW03 at site as instructed by concerned Architect / Engineer including transportation, fixing etc. complete.
1
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