Construction and painting of boundary wall, pathway, and work on open gym, bench dustbin, swings, and horticulture at Park No. 2, located in Ward 10 Species Colony.

Dismantling of old damage brick work and stone work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M. (S.I.No.692)

Supply of Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the Engineer-in-Charge. (Excluding Royalty) S.I. No. 253

Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches. excluding royalty.( S.I. No.251)

Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273)

First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour t&P etc required for proper completion of work SI N0. 305(i)

First class B/w in 1:4 Cement C'sand mortor in S/S including supply of all meterial labour t&P etc required for proper completion of work SI N0. (305+310)

12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i)

Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I.

RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284

Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504

Fabrication of Mild steel or iron work of grill and stair case railling (When not included in an overall rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts and wastage etc. and there fixing if required for proper completion of work.(S.I.No.502c)

P/Laying 2mm thick plaster of paris putty for proper complition of the work as per Direction of E/I all complete As per D.S.R. No. 13.26

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) as per D.S.R. 13.46.1

Two coat painting with synthetic enamel paints on new plain surface with primer of approved quality of colour by E/I.

P/L of Granular sub base with coarse graded materials (Table 404 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc.

Supply and Laying of rubber Moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I

Supply & fixing of STRAIGHT BENCH (ROUND HANDEL) of 05 feet length ITEM No. SB-03 fixing at above all parks as per Diection of E/I all complete

Supply & fixing of DESIGNER DUST BIN (MONKEY) ITEM NO. DB-03 fixing at above all parks as per Diection of E/I all complete

Supply & fixing of SWING (DOUBLE SEATER) ITEM NO. SW-02 fixing at above all parks as per Diection of E/I all complete

Supply & fixing of WAVE SLIDE (M) Height-06 feet ITEM NO. SD-05 B fixing at above all parks as per Diection of E/I all complete

Supply & fixing of REVOLVING PLATFORM ITEM No. RJ-04 fixing at above all parks as per Diection of E/I all complete

Deduction cost of brick bats

Deduction cost of bricks

Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches.( S.I. No.251) (Excluding Royalty)

Providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 281)

First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work.

12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimum thickness not less then 10 mm including all supply of meterial , Labour T&P etc required for proper completetion of the work.

Finishing wall with Acrylic smooth exterior paint of required shade new work ( two or more coat applied @1.67ltr./10 sqm over and including priming coat of exterior primer applied @2.20 kg/10 sqm ) as per D.S.R.No. 13.46.1

Cement Concrete with 2cm gauge approved stone ballast, approved coarse sand and cement in proportion of 1:2:4 including supply of all material labour and T&P etc. required for proper completion of the work.

Supplying of Earth for cutting or in embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance and cartage upto 8Km distance as directed by the Engineer-in-charge excluding royalty

Supply and Laying of C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I (zig-zag and 20% coloured tiles)

S/F chest press 100 NB GI B-class Pipe LEG FRAME: 32 NB GI B-CLASS Pipe MAIN FRAME: 40 NB GI B-CLASS Pipe HANDLE FRAME: 32 NB & 25 NB GI B-CLASS Pipe LEG REST: 32NB & 25NB GI B-CLASS PIPE WITH TWO HANDLES Handle cover: Nylon 66 injection moulded. SEAT & BACK REST: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5". BOTTOM COVER: Base Cover for 100 NB-PP injection moulded (Only for Self-Standing items). STOPPER: PU ROD. 50MM DIA PIPE CAP: Nylon 66 injection moulded. BEARING CAP: Cap for 100 NB - Nylon 66 injection moulded. BEARING HOUSING AND PIN: Seamless Pipe & Round Bar BEARINGS: REPUTED MAKE (FAG/SKF) NUT BOLTS CAP: Nylon 66 injection moulded with SS M6 fasteners. POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70 80 MICRON THICKNESS. 2 Wheel/ Shoulder Twirl MAIN FRAM MADE UP 100 NB GI

S/F Hand Rower FRAME: 80 NB GI B- FUN ROWER SEAT HANDLE FRAME: 32 CLASS PIPES FUN WALKER FRAME: 80 NB GI B-CLASS PIPES NB GI B-CLASS Pipe LEG REST: 32NB & 25NB GI B- CLASS PIPE WITH TWO HANDLES SEAT & BACK REST: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5". FOOT REST: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5". 2 BOTTOM COVER: Base Cover for 100 NB PP injection moulded (Only for Self-Standing items). STOPPER: PU ROD. 50MM DIA PIPE CAP: Nylon 66 injection moulded. BEARING CAP: Nylon 66 injection moulded. BEARING HOUSING AND PIN: Seamless Pipe & Round Bar NUT BOLTS CAP: Nylon 66 injection moulded with SS M6 fasteners. BEARINGS: PERMANENT SEALED OF REPUTED MAKE (FAG/SKF) POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS.

S/F Back Extention The main frame of the Back Extension is to be made in 80 NB GL. Plipes. The handle frame is to be made up of 25 NB GL. pipe which is hinged to main Frame by a suitably designed camp. Rectangular pipe of size 50x25x3 mm thick is to be provided as supportting structure for Thigh Rest. Thigh rest or seats is to be Made up of HOPE material. Footrest is to be made up of HDPE material and Attached to main frame with the help of 40 NB GL. pipes. All pipes are to be Uniformly powder coated up to minimum 60-micron thickness to avoid comosion

S/F Cycle 100 NB GI B- CLASS PIPES ARM FRAME: 40 NB GI B-CLASS PIPES HANDLE FRAME: 25 NB GI B-CLASS PIPES LEG REST: 32NB & 25NB GI B-CLASS PIPE WITH TWO HANDLES SEAT REST: LLDP ROTOMOULDED SEAT. POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS.

S/F of Circular pull up station The main frame of Circular Pull up Station is to be made by combinations of Different size frames. The vertical support pipes have to be made by 80 NB G.I. pipes. This vertical support pipes shall give supports to the horizontal handle bars. All different size horizontal supports have to be made up of 40 NB G.I. pipes. These different sized horizontal bar supports has to be attached at different height to the vertical frame. Separate foundation stands have to be made of 80 NB G.I. pipes and G.I. plated M.S. round plates has to be provided to each support. All pipes are to be uniformly powder coated up to minimum 60- micron thickness to avoid corrosion. All open ends of pipe are to be close by GI/HDPE caps for User safety against entrapment. POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS

S/F of ABS Board Double MAIN FRAME: 80 NB G.I. PIPES. INTERMEDIATE PIPE: 20 NB & 25 NB G.I. PIPE POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS

S/F of Hip Twister Double Circular MAIN FRAME: 100 NB GI B- class Pipe ARM FRAME: 32 NB GI B-CLASS Pipe HANDLE FRAME: 20 NB GI B-CLASS Pipe BOTTOM COVER: Base Cover for 100 NB-PP injection moulded. TWISTER DISC: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5", PIPE CAP: Nylon 66 injection moulded. BEARING CAP: Nylon 66 injection moulded. BEARING HOUSING AND PIN: Seamless Pipe & Round Bar NUT BOLTS CAP: Nylon 66 injection moulded with SS M6 fasteners. BEARINGS: PERMANENT SEALED OF REPUTED MAKE (FAG/SKF) POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS.

S/F of Shoulder Exerciser CENTRE PIPE: 100 NB GI B- class Pipe SEAT FRAME: 32 NB GI B-CLASS Pipe MAIN FRAME: 40 NB GI B-CLASS Pipe HANDLE FRAME & LEG REST: 32NB & 25NB GI B-CLASS PIPE WITH TWO HANDLES Handle cover: Nylon 66 injection moulded. SEAT & BACK REST: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5". BOTTOM COVER: Base Cover for 100 NB-PP injection moulded. PIPE CAP: Nylon 66 injection moulded. BEARING CAP: Cap for 100 NB - Nylon 66 injection moulded. BEARING HOUSING AND PIN: Seamless Pipe & Round Bar BEARINGS: REPUTED MAKE (FAG/SKF) NUT BOLTS CAP: Nylon 66 injection moulded with SS M6 fasteners. POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS.

S/F of leg press Double CENTRE PIPE: 100 NB GI B- class Pipe SEAT FRAME: 32 NB GI B-CLASS Pipe SEAT & BACK REST: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5". FOOT REST: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5". BOTTOM COVER: Base Cover for 100 NB-PP injection moulded. PIPE CAP: Nylon 66 injection moulded. BEARING CAP: Nylon 66 injection moulded. BEARING HOUSING AND PIN: Seamless Pipe & Round Bar BEARINGS: REPUTED MAKE (FAG/SKF) STOPPER: PU ROD. 50MM DIANUT BOLTS CAP: Nylon 66 injection moulded with SS M6 fasteners. 2 POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS.

S/F Sky/Cross walker 100 NB G.I. PIPES. FOOT REST PIPE: 40 NB G.I. PIPE FOOT REST: LLDP Roto moulded seat with inbuilt bolts 3/8" X 1.5". BOTTOM COVER: Base Cover for 100 NB-PP injection moulded. HANDLE: 25 NB CLAMPS: NYLON 66 INJECTION MOULDED CASING Handle cover: Nylon 66 injection moulded. BEARINGS: REPUTED MAKE (FAG/SKF) POWDER COAT: DONE BY PURE POLYESTER POWDER WITH 70-80 MICRON THICKNESS.

Supply and Instalation of Open Air Gym Outdoor Equipments including cost of loading and unloading & fixing labour as per direction by E/I

Supply and Placing of Doormat on the floor of open gym area including loading and unloading and labour as per direction by E/I

Azadirachta indicia ( Neem ) height 120-130cm in big polybag size 25 cm.

Polyalthia longifolia (Ashok) height 150-165 cm. in earthen pot size 25 cm. & Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge

Dalbergia sissoo (Seasam) height 120-135 cm. in big poly bag size 25 cm.

Delonix regia (Gulmohar) height 150-165 cm. in big poly bag size 25 cm.

Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge.

Providing and stacking of Phyllanthus emblica (Amla) of height 150-165cm. in Big HDPE Bag as per direction of the officer-in-charge.

Bauhinia purpurea (Kachnar) height 150-165 cm. in big poly bag size 25 cm.

Bottle palm ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bag size 25 cm

Sunflower hybrid well developed 15 to 20 cm ht. with fresh & healthy foliage at blooming stage in 20 cm Earthen Pot/Plastic Pot

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge

2cm thivk DPC with cement and approved coarse send 1:2 and

Bamboo 18 to 20 cm girth and 90 cm height