Renovation of golden park at Panampally nagar

Amount

SITE CLEARENCE AND COMPOUND WALL RENOVATION

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

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.

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

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)

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)

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

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

13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

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

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)

od337712/2022_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

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

13.52.1 : 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 steel work

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)

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

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

50.2.26.1 : 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.

STAGE RENOVATION

50.6.1.7 : 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 foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

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.

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

od354443/2022_2023 : Cleaning existing stage roof ;labour and scaffolding

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

13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

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

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

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.

LANDSCAPING WORK

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)

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.

od333272/2022_2023 : Sand Filling with river sand at children's play area with 22.5cm thick including supply of material, filling and preparing the surface.

od354136/2022_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 Bangalore stone into the sand bedding layer, filling the joints with sand and cutting of Bangalore 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)

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

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

50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

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

5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

5.22.6 : 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

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

13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

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

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

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

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

od351004/2022_2023 : Engaging labour for petty repair works -Coolie

od365105/2022_2023 : Supplying and fixing ready made waste bins of 3 feet length and 22 inch width at necessary location.

GARDENING WORK

od330805/2022_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.

od330809/2022_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.

od330814/2022_2023 : Planting GARDENIA SHRUBS 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.

od330815/2022_2023 : Planting CANNA INDICA 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.

od330816/2022_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<br>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

od330817/2022_2023 : Planting BIRD OF PARADICE 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.

od330818/2022_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 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.

od330820/2022_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.

od330821/2022_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.

od330822/2022_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 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.

od330823/2022_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.

PLUMBING WORK

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

18.7.2 : 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

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

od332252/2022_2023 : Supply, installation, testing & commissioning of PRESSURE PUMP 20 LPM @ 15m HEAD, 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.

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

18.19.2.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):32 mm nominal boreHorizontal

od332255/2022_2023 : Supply, installation, testing and commissioning of 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>20 mm Float Valve

od361832/2022_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 mm size - Heavy Duty cover ( 2.5 ~10 Ton load bearing )

od361833/2022_2023 : Providing and placing UG tank 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. od 18.48

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

4.1.8 : 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)

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

5.22.6 : 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

OPEN GYM EQUIPMENT

od335919/2022_2023 : Supplying SURF BOARD

od335921/2022_2023 : Supplying SEAT TWISTER

od335923/2022_2023 : Supplying DOUBLE AIR WALKING MACHINE

PLAY EQUIPMENT

od337939/2022_2023 : Supplying and fixing DOUBLE SWINGS [SW03] in parks

od337941/2022_2023 : Supplying and fixing FOUR SEATER SEE SAW [SE03]

od361845/2022_2023 : Supply and install the play equipment A to B Climber [TC04] at site

PRINCE T ANTONY

Bidder Name

PRINCE T ANTONY

S & S ENGINEERING SERVICES