Uttar Pradesh Housing And Development Board Tender

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Uttar Pradesh Housing And Development Board - UPAVP Tender

Works
Eprocure
Opening Date16 Jun 2021
Closing Date21 Jun 2021
Tender AmountRefer Documents 
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BOQ Items

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Filling By carted earth in trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m.

4224.97

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421.8

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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km from the site of work including watering, ramming, dressing etc. rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. Under floor Local river sand.

244.25

-

1092.5

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Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.

539.11

-

5082.5

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RCC work providing and laying in position specified grade of reinforcement cement concrete, including the cost of centring, shuttring, finishing and excluding 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)

1368.45

-

7457.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in columns in Stilt Floor

95.53

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8217.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in columns in First Floor

95.34

-

8217.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)in columns in Second Floor

95.34

-

8217.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in columns in Third Floor

95.34

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8217.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in columns in Fourth Floor

95.34

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8217.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in columns in Fifth Floor/Terrace Floor

65.54

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8749.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in columns in Terrace Floor

5.91

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8749.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in wall in Fifth Floor/Terrace Floor

12.42

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8749.5

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Reinforcement cement concrete work in walls (any thickness,) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in wall in Terrace Floor

6.21

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8749.5

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Lintal in Stilt Floor

24.93

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Lintal in First Floor

14.76

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Lintal in Second Floor

14.76

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Lintal in Third Floor

14.76

-

8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Lintal in Fourth Floor

14.76

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Lintal in Fifth Floor/Terrace Floor

8.44

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8607

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Lintal in Terrace Floor

0.06

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8607

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Slab in Stilt Floor

211.65

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Slab in First Floor

225.6

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Slab in Second Floor

225.6

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Slab in Third Floor

225.6

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Slab in Fourth Floor

225.6

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Slab in Fifth Floor/Terrace Floor

108.03

-

8607

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Slab in Terrace Floor

12.73

-

8607

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Beam in Stilt Floor

129.44

-

8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Beam in First Floor

129.44

-

8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Beam in Second Floor

129.44

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8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Beam in Third Floor

129.44

-

8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Beam in Fourth Floor

129.44

-

8075

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Beam in Fifth Floor/Terrace Floor

73.95

-

8607

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Reinforcement cement concrete work in beams, suspended floors, roofs, having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level upto floor five level, including the cost of centring, shuttring, finishing and excluding reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Beam in Terrace Floor

7.36

-

8607

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Class-150 Brick work in: Cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper complition of the work

201.74

-

4655

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Class-150 Brick work in superstructure above plinth level in Stilt Floor in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

147.94

-

5035

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Class-150 Brick work in superstructure above plinth level in First Floor in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

440.05

-

5035

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Class-150 Brick work in superstructure above plinth level in Second Floor in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

440.05

-

5035

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Class-150 Brick work in superstructure above plinth level in Third Floor in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

440.05

-

5035

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Class-150 Brick work in superstructure above plinth level in Fourth Floor in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

440.05

-

5035

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Class-150 Brick work in superstructure above plinth level in Fifth Floor/Terrace Floor in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

293.87

-

5244

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Class-150 Brick work in superstructure above plinth level in Terrace Floor in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

30.14

-

5244

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Class-150 Brick work in superstructure above plinth level in Stilt Floor in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

76.68

-

5348.5

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Class-150 Brick work in superstructure above plinth level in First Floor in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

184.64

-

5348.5

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Class-150 Brick work in superstructure above plinth level in Second Floor in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

184.64

-

5348.5

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Class-150 Brick work in superstructure above plinth level in Third Floor in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

184.64

-

5348.5

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Class-150 Brick work in superstructure above plinth level in Fourth Floor in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

184.64

-

5348.5

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Class-150 Brick work in superstructure above plinth level in Fifth Floor/Terrace Floor in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

94.37

-

5557.5

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Class-150 Brick work in superstructure above plinth level in Terrace Floor in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all materials, labour and T&P etc. required for proper complition of the work

40.92

-

5557.5

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Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

52.3

-

133

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Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measured as per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1)treatment for masonary & foundation 5 litres per sq.m. (2)back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m. (4)treatment of soil along external parameter of building 7.50 lire per sqm. (For payment plinth area to be measured as per IS Code).

1675.25

-

209

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

4620.7

-

7150.8

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Providing and fixing Stainless Steel sliding door bolts, approved quality & make with necessary screws etc all complete. 250x10 mm.

734

-

130.4

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Providing and fixing Stainless Steel tower bolts, approved quality & make with necessary screws etc all complete. 250x10 mm.

1622

-

91.3

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Providing and fixing Stainless Steel tower bolts, approved quality & make with necessary screws etc all complete. 150x10 mm.

1974

-

57.2

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Providing and fixing Stainless Steel handles, approved quality & make with necessary screws etc all complete. : 125 mm.

2705

-

81.4

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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete size 250x16 mm

2

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140.2

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10 mm

8

-

61.2

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 150x10 mm

8

-

43.3

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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm

8

-

28.7

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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws

675.84

-

2032.7

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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

404.46

-

2493.9

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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

838.95

-

1556

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Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick

378

-

503.5

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Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).

1243.41

-

313.5

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Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

56239.98

-

113.2

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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

26.78

-

87.8

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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

58.32

-

137.3

... More
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes

1014.33

-

742.7

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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

16708.91

-

136.3

... More
Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia

1336.3

-

307.7

... More
Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading

982.65

-

826

... More
Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 35 mm thick shutters With ISI marked M.S. pressed butt hinges of required size Second class teak wood

565.56

-

3553

... More
Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge.(for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc.

9087.24

-

474.6

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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

-

-

-

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(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

1675.4

-

950

... More
12 mm thick plaster with one part of cement and six parts of the coarse sand over smooth face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Stilt Floor

668.72

-

147.3

... More
12 mm thick plaster with one part of cement and six parts of the coarse sand over smooth face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For First Floor

3428.21

-

147.3

... More
12 mm thick plaster with one part of cement and six parts of the coarse sand over smooth face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Second Floor

3428.21

-

148.7

... More
12 mm thick plaster with one part of cement and six parts of the coarse sand over smooth face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Third Floor

3428.21

-

150.2

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12 mm thick plaster with one part of cement and six parts of the coarse sand over smooth face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Fourth Floor

3428.21

-

151.7

... More
12 mm thick plaster with one part of cement and six parts of the coarse sand over smooth face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Fifth Floor/Terrace

2277.65

-

153.2

... More
12 mm thick plaster with one part of cement and six parts of the coarse sand over smooth face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Terrace Floor

492.51

-

154.8

... More
12 mm thick plaster with one part of cement and six parts of the fine sand of 1.25 F.M. over rough face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Stilt Floor

665.06

-

166.3

... More
12 mm thick plaster with one part of cement and six parts of the fine sand of 1.25 F.M. over rough face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For First Floor

2878.35

-

166.3

... More
12 mm thick plaster with one part of cement and six parts of the fine sand of 1.25 F.M. over rough face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Second Floor

2878.35

-

167.9

... More
12 mm thick plaster with one part of cement and six parts of the fine sand of 1.25 F.M. over rough face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Third Floor

2878.35

-

169.6

... More
12 mm thick plaster with one part of cement and six parts of the fine sand of 1.25 F.M. over rough face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Fourth Floor

2878.35

-

171.3

... More
12 mm thick plaster with one part of cement and six parts of the fine sand of 1.25 F.M. over rough face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Fifth Floor/Terrace

1979.76

-

173

... More
12 mm thick plaster with one part of cement and six parts of the fine sand of 1.25 F.M. over rough face of brick wall including supply of all materials, labour and T&P for proper completion of the work. For Terrace Floor

470.11

-

174.7

... More
15 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) in single coat on rough side of single or half brick wall. In plinth.

989.07

-

175.8

... More
Making grooves 10 to 12 mm wide x 8 mm deep in plaster the wall or in ceiling vertically of horizontally as required.

18596.96

-

28.5

... More
Making drip course in sunshade or FACIA as per direction as Engineer-in-Charge including supply of all materials, labour etc. required for proper completion of work

513.4

-

11.4

... More
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by approved make & colours), of 1st quality conforming to IS : 15622, of approved make, in colours & shade, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.

541.34

-

641.3

... More
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 Engineer-in-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.

2129.22

-

849.7

... More
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm

5378.61

-

950

... More
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm

726.52

-

1274.9

... More
Laying of 25mm thick KOTA stone of size 45X45cm and above flooring over previously prepared base with 2cm thick 1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per the direction of Engineer-in-Charge including cutting polishing with wax polish including supply of all materials, labour and T&P etc. required for proper completion of the work.

412.82

-

1187.5

... More
Kota stone 20 mm thick in skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

145.07

-

712.5

... More
Black granite Polished stone flooring 18 mm thick marble stone as per sample of marble approved Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid jointed with grey cement slurry, including rubbing and polished complete with : Black Granite Stone quality.

765.74

-

3515

... More
Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 18 mm thick Granite in any colour and shade.

150.11

-

4069.3

... More
40 mm thick cement concrete flooring with 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, including cement slurry, but excluding the cost of nosing of steps etc. complete.

68.14

-

346.8

... More
25 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of size 20 mm and below) by laid over base concrete finished with floating coat of neat cement (base concrete to be paid separately) including fixing of glass strips.

548.56

-

209

... More
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 22 mm wide and 3.15 mm thick

1828.54

-

15.2

... More
Providing and laying Trimix Flooring of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

187.86

-

7144.6

... More
Wall painting two coat with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean all of dirt, grease lose pieces and prepare smooth.

12633.71

-

95

... More
Distempering two caot with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even and sand papered smooth including cost of all material.

16732

-

68.4

... More
Finishing walls two coat with exterior emulsion paint two coat of apporved brand and manufacture and or required shade on undercoated wall surface to give even shade over @ 1.25 ltr/ 10 sqm over and including one coat of primerapplied @ 0.75 ltr/ 10 sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.

11001.2

-

125.4

... More
Finishing wall with water proofing cement paint (Two coat) of approved make such as super snowcem, Durrocem, fobiacem, guttucem, supercem quality and of required shade on undecorated wall surface over including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.

126.24

-

80.8

... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth Complete.

40345.17

-

128.3

... More
Painting two coats over priming coat on steel & other metal surfaces up to 10 cm width or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work.

3926.49

-

91.2

... More
Painting two coats over priming coat on wood surfaces up to 10 cm width or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work.

1299.9

-

95

... More
Melamine polishing on wood work as per specituid i/c cost of all material, labour, T&P etc.

2071.56

-

91.3

... More
Construction of Apron drain of size 200mm x 250mm with 115 mm brick wall in 1:4 (1 cement : 4 coarse sand) having palstered with 20 mm thick Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement & 150 mm thick lean concrete base in 1:4:8 (1 cement : 4 coarse sand : 8 Stone Grit) and 25 mm thick cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 Stone Grit) above lean concrete with floating coat etc. complete incl. cost of all etc. required for proper completion of work.

585.52

-

1044.5

... More
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

49

-

190

... More
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

930.45

-

356.3

... More
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (Coupler of 110 mm dia)

49

-

97.2

... More
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (Bend 87.5° of 110 mm dia)

49

-

107.1

... More
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (Shoe (Plain) of 110 mm dia)

49

-

93.9

... More
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm

51

-

238.2

... More
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

49

-

39

... More
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.)

541.34

-

384

... More
Providing & laying of 40 mm brick ballast and sand under floor of toilet /sunken roofs including compacting as per directed by E/I.

243.6

-

1211.3

... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

1500

-

129.3

... More
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

300

-

2175

... More
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

187.5

-

7144.6

... More
Providing and fixing in position pre-moulded joint filler in expansion joints.

7470

-

2.6

... More
Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.

4980

-

2.7

... More
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :Foot Step (5 kg/sqm.)

116

-

348.2

... More
Providing and fixing soil, waste and vent pipes UPVC SWR pipe as per IS: 3989 C.I. Pipe (75 mm dia)

10

-

818.2

... More
Providing and fixing C.I.cowel. UPVC SWR as per IS - 3989

2

-

255.5

... More
500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

14

-

2641.5

... More
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks

2

-

20847.9

... More
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of soil (300 mm dia)

150

-

422.5

... More
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (150 mm nominal size dia)

159.9

-

569.7

... More
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (150 mm nominal size dia)

12

-

615.4

... More
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

21.18

-

1094

... More
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge.

21.18

-

1094

... More
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.

21.18

-

1094

... More
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge.

7.98

-

1235.2

... More
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

60

-

707.3

... More
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia

6

-

231.7

... More
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia

6

-

253.8

... More
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: (All kinds of soil) (Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.)

780

-

300.4

... More
Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. (160 mm O.D.)

780

-

707.8

... More
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: (150/160 mm diameter P.V.C. pipe)

780

-

824

... More
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 (1 cement : 4 coarse sand (Zone III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay bricks of class designation 7.5

6

-

6663.2

... More
Constructing brick masonry gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay bricks of class designation 7.5

78

-

4296.1

... More
Providing and fixing G.I. pipes Class-B complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia, nominal bore

295

-

714.5

... More
Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 80 mm dia, nominal bore

5

-

1829.1

... More
Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 80 mm dia, nominal bore

295

-

27.7

... More
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work 80 mm dia, nominal bore

295

-

214.5

... More
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 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

-

13306.2

... More
External W/S arrangements with, T.W. boring of 400 mm dia with 200 mm dia P.V.C. pipe assembly, 5.0 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangements complete.

-

-

-

... More
8" PVC casing pipe of ISI mark.

140

-

760

... More
P/ F 3" GI pipe (B) class.

140

-

346.8

... More
Nylon mesh for filter.

1

-

432.3

... More
Plastic dori.

1

-

190

... More
Solvent cement.

1

-

332.5

... More
8" End cap.

1

-

356.3

... More
8" Submersible cap.

1

-

308.8

... More
3" MS clamp (Heavy).

1

-

1567.5

... More
3" GI elbow.

1

-

199.5

... More
3" X 6" GI nipple.

1

-

294.5

... More
5.0 HP 9 Stage submersible pump of ISI mark kirlosker, pluga, KSB or any approved brand with automatic panel.

1

-

42750

... More
4.00 sqm. Submersible cable.

140

-

223.3

... More
Boring / Drilling charges for16" dia tubewell.

140

-

641.3

... More
Pea Gravel.

4

-

2375

... More
2" MS socket.

4

-

142.5

... More
Rope with plastic coated

140

-

95

... More
Cartage of material upto site.

1

-

4750

... More
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

56

-

3002

... More
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (b) W.C. pan with ISI marked white solid plastic seat and lid

104

-

3002

... More
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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap

200

-

1505.8

... More
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: (a) Kitchen sink without drain board 510x1040 mm bowl depth 250 mm

56

-

6426.8

... More
Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

256

-

605.8

... More
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe i) 32 mm dia

200

-

66.5

... More
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Flexible pipe ii) 40 mm dia

56

-

76

... More
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Circular shape 450 mm dia

96

-

703

... More
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm

104

-

1035.5

... More
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

200

-

694.3

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

104

-

481.4

... More
Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. (75 mm O.D.)

898

-

304

... More
Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. (90 mm O.D.)

832

-

346.8

... More
Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. (110 mm O.D.)

1648

-

410.4

... More
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (75 mm)

176

-

239.3

... More
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (110 mm)

330

-

238.2

... More
Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 (75 mm size)

480

-

161.5

... More
Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 (90 mm size)

320

-

185.3

... More
Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 (110 mm size)

144

-

194.8

... More
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (Plain) 75 mm Shoe

44

-

65.3

... More
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Shoe (Plain) 110 mm Shoe

32

-

93.9

... More
Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 (75x75x75 mm size)

160

-

156.8

... More
Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 (90x90x90 mm size)

80

-

218.5

... More
Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 (110x110x110 mm size)

88

-

237.5

... More
Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 (75 mm size)

160

-

134.9

... More
Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 (90 mm size)

80

-

175.8

... More
Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 (110 mm size)

88

-

185.3

... More
Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 (75 mm size)

144

-

223.3

... More
Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 (90 mm size)

72

-

280.3

... More
Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 (110 mm size)

112

-

299.3

... More
Supply and fixing of UPVC S.W.R. Cowel confirming to IS- 14735 (110 mm size)

32

-

68.4

... More
Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali.

360

-

826.5

... More
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms.

200

-

130.8

... More
Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms

56

-

188.2

... More
Providing and fixing Single Towel Rail 600mm long stainless steel.

144

-

1092.5

... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall (15 mm nominal outer dia pipes)

160

-

161.5

... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall (20 mm nominal outer dia pipes)

320

-

180.5

... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall (25 mm nominal outer dia pipes)

320

-

232.8

... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall (32 mm nominal outer dia pipes)

400

-

289.8

... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall (40 mm nominal outer dia pipes)

240

-

351.5

... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall (50 mm nominal outer dia pipes)

160

-

441.8

... More
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 wall 20 mm nominal outer dia Pipes

400

-

152

... More
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 wall 25 mm nominal outer dia Pipes

800

-

190

... More
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 wall 32 mm nominal outer dia Pipes

1200

-

242.3

... More
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 wall 40 mm nominal outer dia Pipes

640

-

337.3

... More
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 wall 50 mm nominal outer dia Pipes

400

-

489.3

... More
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. (16 mm nominal outer dia pipes)

4248

-

218.5

... More
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)

3024

-

247

... More
Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work (40 mm dia, nominal bore )

416

-

304

... More
Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work (50 mm dia, nominal bore )

336

-

361

... More
Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) (a) 25 mm dia, nominal bore

56

-

370.5

... More
Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) (b) 32 mm dia, nominal bore

9

-

446.5

... More
Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) (c) 40 mm dia, nominal bore

9

-

546.3

... More
Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) (d) 50 mm dia, nominal bore

9

-

707.8

... More
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : (25 to 40 mm nominal bore)

56

-

555.4

... More
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : (50 to 80 mm nominal bore)

9

-

1181.6

... More
Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore

360

-

71.3

... More
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 100 mm diameter

144

-

125.3

... More
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) (15 mm nominal outer dia pipes)

160

-

7.1

... More
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) (20 mm nominal outer dia pipes)

320

-

8.1

... More
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) (25 mm nominal outer dia pipes)

320

-

10.9

... More
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) (32 mm nominal outer dia pipes)

400

-

11.9

... More
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) (40 mm nominal outer dia pipes)

240

-

14.7

... More
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) (50 mm nominal outer dia pipes)

160

-

17.6

... More
Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality (40 mm dia, nominal bore )

416

-

16

... More
Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality (50 mm dia, nominal bore )

336

-

19.3

... More
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work (40 mm dia, nominal bore )

416

-

127.1

... More
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work (50 mm dia, nominal bore )

336

-

131.9

... More
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (20 mm nominal bore)

56

-

361

... More
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (25 mm nominal bore)

56

-

418

... More
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) (a) 15mm nominal bore

54

-

123.5

... More
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) (b) 20mm nominal bore

54

-

152

... More
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) (c) 25mm nominal bore

32

-

161.5

... More
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) (d) 32mm nominal bore

32

-

194.8

... More
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) (e) 40mm nominal bore

18

-

228

... More
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) (f) 50mm nominal bore

12

-

308.8

... More
Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 (15mm nominal bore)

160

-

332.5

... More
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (15mm nominal bore)

200

-

446.5

... More
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. (15 mm nominal bore )

360

-

479.8

... More
Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : (Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.)

1475

-

300.4

... More
Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. (110 mm O.D.)

650

-

410.4

... More
Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. (160 mm O.D.)

825

-

707.8

... More
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (110/100 mm diameter pipe)

650

-

712.5

... More
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (160/150 mm diameter pipe)

825

-

760

... More
Supply and fixing of UPVC S.W. R. Gully trap confirming to IS - 14735 size 150x110 mm dia of self cleaning design including fixed brick Masonary chamber 250x250x250mm Size i/ c supply and fixing of CI cover with frame weight not less then 4.50Kg. & CI grating 150x150mm complete in all respects.

66

-

1577

... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab 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) Fisnihed with a floating coat of neat cement complete as per standard design : (a) Inside size 900 x 800mm and 500mm deep including C.I. Cover frame.

50

-

7600

... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab 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) Fisnihed with a floating coat of neat cement complete as per standard design : (b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame.

12

-

15200

... More
Extra for every additional depth of 0.10 metre or part there of main hole. (a) Size 900 x 800 mm

25

-

4275

... More
Extra for every additional depth of 0.10 metre or part there of main hole. (b) Size 1200 x 900mm

6

-

4940



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