Renovation works of Garden Walkway park at Gandhi Nagar

Amount

SITE CLEARENCE AND COMPOUND WALL

2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

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

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

50.2.33.5 : Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm 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.

50.2.33.6 : Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm 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

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.

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.

15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

od346894/2022_2023 : Demolishing cement concrete and paver stone above manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

od346831/2022_2023 : Dismantling and disposing Swing Equipments

od346832/2022_2023 : Dismantling and disposing Steel posts

od346833/2022_2023 : Dismantling and disposing Slide Equipments

od354629/2022_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

14.17 : Raking out joints in lime or cement mortar and preparing the surface for re- pointing or re plastering, including disposal of rubbish to the dumping ground within 50 metres lead.

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)

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

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

15.17.2 : Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats

15.23.2 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm

15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet

15.13.1 : Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metes and below

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

od350725/2022_2023 : Engaging labour for petty work

STAGE AND TOILET BLOCK

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

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)

4.1.4 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

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

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

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ 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).

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

50.6.1.3 : 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 above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

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)

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

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)

9.120.1 : Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters

22.3 : Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of : i) I course of applying cement slurry @ 4.4 Kg/ sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) II course of 20 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) III course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. iv) IV course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/ sqm.

11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

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.

9.48.1 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding

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)

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)

21.3.2 : 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 5.50 mm thickness

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

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).

5.18.1 : Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding plastering of the jambs, sills and soffits.50 mm thick

10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

13.48.3 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

od335617/2022_2023 : Providing & fixing Aluminum Galvanised Insulated Sandwich PUF Panels as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal / vertical / curved surfaces, but excluding the cost of purlins, rafters, trusses and including cutting to size and shapes where ever required. OD FROM 50.12.2.2

12.7.1 : Providing and fixing 15cm wide, 45 cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m2

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

od336256/2022_2023 : Laterite stone cladding work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.<br>8 mm thick (mirror polished and machine cut edge)<br> OD FROM 7.38.1.1

LANDSCAPE WORK

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

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)

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

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)

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.

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ 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).

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

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

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)

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)

13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube

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.

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

od331706/2022_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 and all taxes paid etc.and as per direction of officer in charge.

od337029/2022_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]

od331707/2022_2023 : Supplying and fixing ready made waste bins at necessary location - 22inch width and 3 ft height

GARDENING

od337177/2022_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

od337178/2022_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

od337422/2022_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

od337423/2022_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

od331697/2022_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.

od331699/2022_2023 : Planting ALPININA 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.

od331701/2022_2023 : Planting PHILADENDRON SELLOUM 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.

od331703/2022_2023 : Planting EUGINIA PLANTSby 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.

od331705/2022_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.

od337680/2022_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.

od331708/2022_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 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 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 turfgrass 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.

PLAY EQUIPMENTS

od347717/2022_2023 : Supplying and fixing TRIPLE SWING SET including cost of materials, transportation and fixing charge- QUOTATION FROM PLAYZONE or Equivalent

od346830/2022_2023 : Taking out and re instating climber play Equipment within the site

PLUMBING

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

18.7.3 : 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 wall25 mm nominal outer dia pipes

18.7.4 : 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 wall32 mm nominal outer dia pipes

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

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

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

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

18.9.4 : 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 work32 mm nominal outer dia pipes

od368018/2022_2023 : Supply, installation, testing & commissioning of Water lifting pump, with pumps (2 nos on a 1duty + 1 standby basis) with control panel,automatic changover switch, with all necessary valves, flexible connections, pressure gauges, strainers, supports, fixings and fittings electrical/ control panels, power and control cabling , cable trays, automatic level controller, etc. as specified and as shown on drawings and complying to relevant standards.

18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore

18.17.1A : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore

od368019/2022_2023 : Supply, installation, testing and commissioning of high pressure float valve with bronze construction, brass floats, with screwed end fittings with all supports and fixings all as specified and as shown on drawings and complying to relevant standards<br>32mm dia

od368020/2022_2023 : Supply, installation, testing and commissioning of high pressure float valve with bronze construction, brass floats, with screwed end fittings with all supports and fixings all as specified and as shown on drawings and complying to relevant standards<br>20mm dia

od368029/2022_2023 : Supply, installation, testing and commissioning of spring loaded, vertical mounted brass air release valve with forged brass body, forged brass chamber, with screwed end fittings with all supports and fixings all as specified and as shown on drawings and complying to relevant standards<br>20 mm automatic air release valve

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

17.7.9 : 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 Surgeon Type wash basin of size 660x460 mm with single 15 mm C P. brass pillar taps with elbow operated levers ISI marked

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.

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.

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.

17.34.1 : Providing and fixing toilet paper holder:C.P. brass

od338371/2022_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

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

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

od331713/2022_2023 : Providing and placing a polyethylene water storage tank :ISI 12701 marked,in UG tank with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. od 18.48

18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

18.61.4 : Providing and fixing C.I dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :20 mm dia

18.37.1 : Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) for water meter complete with C.I double flap surface box 400x200x200 mm ( inside ) with locking arrangement and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.11 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)

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)

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

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

od338378/2022_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

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

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

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

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

od368036/2022_2023 : Supply, Installation, testing and commissioninh of drainage fixtures and accessories including cutting and making good the wall/slab all in accordance with the drawings and relevant standards.<br>uPVC deep seal multiple floor Trap

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

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

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

51.19.ST3 : Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)<br> 3. 25 to below 35 flush capacity

Joseph Antony

Bidder Name

Joseph Antony

S & S ENGINEERING SERVICES