BEAUTIFICATION AND CONSTRUCTION OF VINAYAKI Pond, Telibagh in Kharika First Ward.

MAIN GATE

Earth work in excavation by mechanical (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m. All kinds of soil.

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : (a) 400 mm dia. singlebulb Piles (Pl)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. (a) Single pile up to 50 tonne safe capacity

1. Initial test

2. Routine test

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level.

R.C.C. work with cement , c. sand & 2 cm gauge approved S. B. in the proportion 1:3/2:3(1 cement: 3/2 c. sand: 3 agg.) in R.C.C. raft, pile foundation & footing excluding supply of reinforcement & including necessary centering & shuttering etc. Strength of the Concrete shall not be less than M20

Same as item above in columns in ratio of 1:1.5:3 having strength not less than M20

Same as item above but for BEAM M-20

Same as item above but for SLAB M-20

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

Steel work welded in built up sections framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames,guard bar,ladder,railing, brackets, gates and similar works.

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

Finishing wall with Premium Acrylic Smooth Exterior Paint with Silicon additives of required shade : New work ( Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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

Brick Work with common burnt clay (non-modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 ( 1 cement : 6 coarse sand)

PROPOSED BOUNDARY WALL WITH RETAlNlNG WALL

BOUNDARY WALL WITH RETAlNlNG WALL

GUARD ROOM

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil.

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : (a) 400 mm dia. singlebulb Piles (Pl)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.

(a) Single pile up to 50 tonne safe capacity Initial test

(a) Single pile up to 50 tonne safe capacity Routine test

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and injecting chemical emulsion for pre-constructional anti-termite treatment and creating a chemical barrier under and all around the column pits wall trenches baement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduits etc. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (Part ll 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows:(1) Treatment for masonry & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3)Treatment of top surface ofplinth filling 5liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimeter 5ltrs/sqm. (As per manufacture's standard dilution)

R.C.C. work with cement approved coarse sand and 20 mm. gauge approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc., required for proper completion of the works. Strength of the concrete shall not be less than M-20.

As in item no. 5 above but for slabs (Using 1:1.5:3 Mix concrete)

As in item no. 5 above but for beams (Using 1:1.5:3 Mix concrete)

As in item no. 5 above but for footing (Using 1:1.5:3 Mix concrete)

As in item no. 5 above but for Column (Using 1:1.5:3 Mix concrete)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)

Providing & 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.

Brick Work with common burnt clay (non-modular) brics of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1cement : 6 coarse sand)

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

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 .

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) in single coat on rough side of single or half brick wall

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

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a group of average 12 mm thick cement mortar 1 :3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: To be secured to thebacking and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing (60 mm thick.)

Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1cement: 4 coarse sand): 25 mm thick

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

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

White washing with lime to give an even shade Old work (two or more coats)

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

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

Providing & laying "Brick Coba" 120 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be monolythic plaster wall up to 30cm higher and junction and comer shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work.

PUMP ROOM

Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level.

Providing and injecting chemical emulsion for pre-constructional anti-termite treatment and creating a chemical barrier under and all around the column pits wall trenches baement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduits etc. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (Part ll 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows:(1) Treatment for masonry & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3)Treatment of top surface ofplinth filling 5liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimeter 5ltrs/sqm. (As per manufacture's standard dilution)

R.C.C. work with cement approved coarse sand and 20 mm. gauge approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc., required for proper completion of the works. Strength of the concrete shall not be less than M-20.

As in item no. 5 above but for Column (Using 1:1.5:3 Mix concrete)

As in item no. 5 above but for footing (Using 1:1.5:3 Mix concrete)

As in item no. 5 above but for beams (Using 1:1.5:3 Mix concrete)

As in item no. 5 above but for slabs (Using 1:1.5:3 Mix concrete)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick Work with common burnt clay (non-modular) brics of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick Work with common burnt clay (non-modular) brics of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)

Providing and laying damp-proof course 40 mm thick with cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of (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. (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 Engineer-in-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 Engineer-in-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.

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. (b) 35 mm thick

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. ( when not included in an overall rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.

Providing & fixing of hold fast for.chaukhats of Door and Window

Fabrication of grill I stair case railing.

Fabrication of Z-section steel windows.

Angle iron door chaukhats (35x35x5)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe- SOOD OR 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.

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) in single coat on smooth side of single or half brick wall.

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

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) On plinth.

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

Making drip course in sun shade or FACIA as per direction of engineer -in - charge including supply of all materials labour etc. required for proper completion of the work.

40 mm Cement concrete flooring1:2:4(1 cement :2 coarse sand :4 graded stone aggregate of size 12.Smm 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.(excluding cost of glass strip

Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18mm thick

Providing and fixing glass strips in joints of terrazzo/cement concrete floors. 40 mm wide and 4 mm thick

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

Same as item 25 above but on new wood surface

Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm)

Distempering (Two coat) with oil bounddistemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand &manufacture such as Berger, J&N, Shalimar Asian paints after thoroughly brushing the surface free from mortar droppings & V preparing the surface even with plaster of Paris or approved synthetic material &sand papered smooth including cost of all materials.

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

Fixing panes of glass with atul or equivalent LS.I. marked quality putty,brads and springs complete. (a) 4 mm thick

Providing Oxidized iron sliding bolts 16 mm dia. with nuts and 250 mm long. (analyzed) (ii) Oxidized iron

Providing Oxidized iron tower bolt with 1O mm dia. and screw. (i) 250 mm Jong (ii) (ii) 150 mm long

Providing Oxidized iron door handles with screws 125 mm long

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth

Brick edging 7cm wide ll.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1cement :4 fine sand)

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 DIA. DSR 12.41.2

Providing and fixing on wall face unplasticised PVC molded 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

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter: 110 mm

TOILET BLOCK

Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and injecting chemical emulsion for pre-constructional anti-termite treatment and creating a chemical barrier under and all around the column pits wall trenches baement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduits etc. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (Part ll 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows:(1) Treatment for masonry & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3)Treatment of top surface ofplinth filling 5liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimeter 5ltrs/sqm. (As per manufacture's standard dilution)

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : (a) 400 mm dia. singlebulb Piles (Pl)

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.

(a) Single pile up to 50 tonne safe capacity 1. Initial test

(a) Single pile up to 50 tonne safe capacity 2. Routine test

R.C.C. work with cement approved coarse sand and 20 mm gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc., required for proper completion of the works. Binding wire cost being included in the item.

As in item no. 5 above but for Column (Using 1:1.5:3 Mix concrete)

R.C.C. work with cement approved coarse sand and 20 mm gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc., required for proper completion of the works. Binding wire cost being included in the item.

As in item no. 5 above but for slabs (Using 1:1.5:3 Mix concrete)

As in item no. 5 above but for beams (Using 1:1.5:3 Mix concrete)

Brick Work with common burnt clay (non-modular) brics of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)

Providing & 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.

Brick Work with common burnt clay (non-modular) brics of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick Work with common burnt clay (non-modular) brics of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe- SOOD OR 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.

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) in single coat on smooth side of single or half brick wall.

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

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

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a group of average 12 mm thick cement mortar 1 :3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: To be secured to thebacking and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing (60 mm thick.)

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 20mm thick cement mortar 1:4 (1Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigmentsetc., completed.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) ):25 mm thick

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

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast Tie rods, gratings etc.( when not included in an overall rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.

Providing & fixing of hold fast for chaukhats of doors and windows .

Providing & fixing of door I windows grill

Providing & fixing of door I windows grill

Angleiron chaukhat 35*35*5

Cement concrete with 20mm guage approved stone ballast, coarse sand & cement in the proportion of 1:2:4 (1cement : 2 coarse sand:4 graded) including supply of all materials,T & P etc. completed.

Fixing of Door, windows/ventilators Chaukhats in position. a) Door chaukhats

Fixing of Door, windows/ventilators Chaukhats in position. b) Ventilator chaukhats

Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

White washing with lime on undecorated wall surfaces (two coat) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.

Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete.

Providing and fixing Isi marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (a) 250 mm x 10mm

Providing and fixing Isi marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (a) 200 mm x 10mm

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

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

Same as item 31 above but on new wood surface .

R.C.C. work in thin shelves including bending, binding and fixing of shelves in positions as per design making good the wall and repairing the edges of shelve to the satisfaction of the Engineer-in- charge, including cost of all materials, centering and shuttering etc. but excluding cost of Reinforcement.

Providing & laying of aluminium sheet in toilet door (inside) up to height of 1.5mt.

Providing & laying "brick Coba" 120 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished false square 30cmx30cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work.

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia. steel pulleys, complete with bolts,nuts, locking arrangement, stoppers ,handles, including applying a priming coat of approved steel primer.

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

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth completed

COST 50 USER SEPTIC TANK

COST 50 USER SOAKPIT

WATER ATM

Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & 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 charges upto a distance of 30mt.(100 fts) rom the foundation trenches

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size)

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

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc. A plinth area of the building at ground floor only shall be measured as per I.S.6313 (Partll 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows: (I) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete.(Length of pile for payment shall be measured upto to the bottom of pile cap):20.3.2 400 mm dia. piles (a) 400 mm dia. singlebulb Piles (Pl)

Vertical load testing of piles in accordance with IS:2910 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and thedirection of engineer-in-charge. (A) Single Pile. (up to 50 tonne capacity)

1.Initial test

2.Routine test

R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works.Binding wire cost being inluded in the item

As in item no. 5 above but for Column (Using 1:1.5:3 Mix concrete)

R.C.C. work with cement approved coarse sand and 20mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply oF reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, Jabour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200

As in item no. 5 above but for slabs (Using 1:1.5:3 Mix concrete)

Brick Work with common burnt clay (non-modular) brics of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)

T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks.

12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 fine sand)

12mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level.

12mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level.

Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12mm thick cement mortar 1:3 (1 cement :3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement:2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone -exposed face fine dressed with rough backing (60 mm thick.)

P/L 30mm thick kota stone flooring over 20 mm thick base of cement mortar 1:4 ( I cement: 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete.

Providing & fixing ISi marked flush door shutters conforming to IS: 2202 (Part-I) non- decorative type, core of block boardconstruction 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.(A) 30mm thick including ISi marked stainless steel but hinges with necessary screws.

Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts,nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.

Providing & fixing of hold fast for chaukhats of doors and windows.

Providing & fixing of door/windows grill, chaukhats in position

uPVC extruded range R4 casement window sash/window mullion/door mullion size (64 mm & above) x (70 mm & above)

Angle iron chaukhat 35*35*5

Cement concrete with 20mm gauge approved stone ballast, coarse sand & cement in the proportion of 1;2:4 (1cement:2 coarse sand :4graded) including supply of all materials, T&P etc, complete

Fixing of Door, Windows/vantilators chaukhats in position. (a) Door chaukhats

Fixing of Door, Windows/vantilators chaukhats in position. b) Ventilator chaukhats

Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complet :250x16 mm

Providing and fixing ISI marked oxidized M.S tower bolt black inish,(Barrel type)with necessary screws etc. complete : (a) 250 mm x l0mm

Providing and fixing ISI marked oxidized M.S tower bolt black inish,(Barrel type)with necessary screws etc. complete :(a) 200 mm x l0mm

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

Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour,Tools & plants etc.required for proper completion of the work.Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works)

Same as item 32 above but on new wood surface

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

White washing with lime on undecorated wall surfaces (two coat) to give an even shade including thoroghly brooming the surface to remove all dirt, dust morter drops and other foreign matter.

Providing & laying "brick Coba" 120 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cmx30cm and side wall parapet shall be monolythic plaster wall upto 30cm higher and junction and comer shall be rounded bybrick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work.

TREE PLATFORM

TREE PLATFORM

COST OF FLAG MAST OF INDIA

COST OF FLAG MAST OF INDIA

RCC ROAD

RCC ROAD

JOGGING TRACK

Jogging Track

FENCING OF POND

Cost of boundary wall

INFORMATION STONE

Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m and lead up to 30 mtr. and including filling, watering and ramming of excavated earth 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-Incharges upto a distance of 30mt. from the foundation trenches including all T&P Phowarah and Basket etc, complete.

Concrete with 4cm. Gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:4:8 including supply of all materials labour and tools and plants etc. required for proper completion for the work.

M-150 brick work in one cement and sand 1.25 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of work.

M-150 brick work but in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms.

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.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr. lO sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Providing and fixing 18mm thick gang saw cut, mirror polished, premoulded and prepolished, machine granaite stone cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1cement:4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Engraving letters in hard stone. Black Shilanyas Granite Name Plate

SUBMERSIBLE PUMP WITH BORING

External W/S arrangements with, T.W. boring of 400mm dia. with 200mm dia. P.V.C. pipe assembly, 2.00 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangements complete.

Cost of 2 submerseible pumps

LAND SCAPING & PLANTATION WORK

Leveling of surface including earth work in surface excavation not exceeding 30cm in depth banking excavated earth in layer not exceeding 20cm in depth breaking clods watering rolling each layer with 1/2 tonne roller,or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads etc with the help of hydraulic excavator, levelers etc complete for required gradient including preparation and consolidation

Providing and spreading fine sand to the grass work of required thickness

Supply & Mixing of vermicomposting with including cost of vermicomposting & spreading

Supply & mixing of manure with soil including cost of manure, transportation and spreading

Preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20cm, in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.

HORTICULTURE WORK AT THE GIVEN AREA

Mango Amrapali

Gole Mohar

Washington palm (3' - 4', 8" - 10" dia.)

Bottle Palm(l2' - 15', 20" - 24" dia.)

Ficus Black (4' - 5' long)

Ficus Panda (1' - 2' long)

Ficus Bingomina Topairy (10' - 15')

Cessia Festula

Digging of hole in soil (1x1x1) Mt. & termite treatment including filling of soil with manure

STAINLESS STEEL BENCH

Providing and fixing of stainless steel bench length: 1800mm width: 570mm height: 470mm root length: 450mm weight: 59kg complements the we seat grade 304 stainless steel 240 grit satin polish as standard grade 316 stainless steel othr polished finishes requiring less maintenance are available base plated or root fixed curved version also available made to various lengths and special configurations. As per engineer in charge

WATER SUPPLY & SANITARY WORK

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, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

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 W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing wash basin with CJ .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 where required : White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap

Providing and fixing white vitreous china flat back or wall comer type lipped front u rinal basin of 430x260x350 mm and 340x410x265 m m sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern

Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in u rinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) as per Engineer-in charge and finished smooth Granite stone of approved shade

Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm

Providing & fixing PVC waste pipe for sink concluding PVC waste fitting Complete Flexible Pipe 32mm Dia.

Providing and fixing PTMT Bottle Tra p for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling 77 mm breadth with 25mm minimum water seal, weighing not less than 260 gms.

Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.(sink & urinal)

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.

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

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

Providing and fixing soil, waste, vent pipes Centrifugally cast (spun) iron S&S pipe 100mm dia. cast (spun) iron S&S pipe

Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10X10X10cm of I :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc For l00mm dia. Pipe

Providing and fixing heel rest sanitary bend, in Centrifugally cast (spun) iron pipe S&S 100mm

Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete 100X100X100mm Sand cast iron S&S as per IS : 3989

Providing and fixing PLAIN JUNCTION of req uired degree 100X100X100mm Sand cast iron S&S as per IS : 3989

Providing and fixing terminal guard: 100mm Sand cast iron S&S as per IS - 3989

Providing and fixing collar. 100mm Sand cast iron S&S as per IS - 3989

Providing and lead caulked joint 100mm Dia.

Providing and fixing cast iron trap of self- cleansing design with cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS: 3989

Painting sand cast iron I centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approval quality) for new work 100 mm dia.

Providing and fixing PTMT liquid soap container 109mm 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

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

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 dia. nominal bore

20 mm dia. nominal bore

25 mm dia. nominal bore

32 mm dia. nominal bore

40 mm dia. nominal bore

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint,cutting chases and making good the wall 15 mm nominal outer dia. pipes

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint,cutting chases and making good the wall 20 mm nominal outer dia. pipes

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

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

Providing and fixing of gu n metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia. nominal bore

Providing and fixing of gu n metal gate valve with CI wheel of approved quality (screwed ends) 32mm dia. nominal bore

Providing and fixing of gu n metal gate valve with CI wheel of approved quality (screwed ends) 40mm dia. nominal bore

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

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 dia. nominal bore

20 mm dia. nominal bore

25 mm dia. nominal bore

32 mm dia. nominal bore

40 mm dia. nominal bore

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

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

Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)

15 mm dia. nominal bore

20 mm dia. nominal bore

25 mm dia. nominal bore

32 mm dia. nominal bore

40 mm dia. nominal bore

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

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

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 15mm nominal bore

Providing and fixing PTMT grating of approved quality and colour Circular type 100 mm nominal dia.

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

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 20cm 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.

Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of l:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm,dia.meter

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

Providing and fixing square-mouth S.W. gully trap grade 'A" complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 100x100 mm size P type With F.P.S. Bricks class designation 75

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2fine sand) including testing of joints etc. complete : 250 mm dia. rec pipe

Constructing brick masonry manhole in cement mortar 1:4 (1cement : 4 coarse sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 grade) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) : With F.P.S. bricks with class designation 150

lnside size 120x90cm and 90cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With F.P.S. bricks class designation 150

INTERNAL ELECTRIFICATION WORK

Wiring point for light wi1h 1.5 sq mm. FRLSH PVC insulated multistrand single core copper conductor cable in heavy gauge rigid steel conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1 4 SWG copper earth continuity wire. GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic laminated backalite sheet etc complete in all respect as directed including matching colour wash Same as in Above item but in PVC conduit with 1 .5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside

Wiring point for two ways light point with 1.5sq.mm FR PVC insulated multistrand single core copper conductor cable in heavy gauge rigid steel conduit pipe Partly concealed in the wall and partly Laid in slab along with the reinforcement before concreting,complete with 1.5sqmm. FR PVC insulated multistrand single core copper conductor cable as earth continuity wire , GP box and two number two ways piano type switches & ceiling rose/angle/batten holder on 3mm thick ,phenolic laminated backelite sheet etc., complete in all respect.as directed , including matching colour wash. Same as in above item but in PVC conduit with 1.5 sq. mm _FRLSH PVC insulated multi strand copper conductor cable as earth wire drawn inside the conduit

Wiring point for fan/fresh air fan (light duty exhaust fan) with 1.5 cable in heavy gauge rigid steel conduit pipe Partly concealed in the wall and partly Laid in slab along with the reinforcement before concreting, completed with l.5sqmm FR PVC insulated multistrand single core copper conductor cable as earth continuity wire , GP box, piano type switch & ceiling rose /angle/batten holder on 3mm thick , phenolic laminated backelite sheet, etc complete in all respect as directed , including matching colour wash. Same as in above item but in PVC conduit with 1.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit

Writing point for plug with 1.5sq.mm FR PVC insulated multistand single core copper conductor cable in rigid steel conduit pipe partly concealed in the wall and partly Laid in slab along with the reinforcement before concreting, complete with 1.5sqmm, FR PVC insulated single core copper conductor cable as earth continuity wire, GP box, paino type switch & socket etc. complete in all respect as directed, including matching colure wash. Same as in item 141(B) But in PVC conduit with 1.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit.

Wiring point for Exhaust fan with 1.5 sq.mm FR PVC Insulated mullistrand single core copper conductor cable in heavy gauge rigid steel conduit pipe Pattly concealed in the wall and partly Laid in slab along with the reinforcement before concreting complete with l.5sqmm. FR PVC insulated multistrand single core copper conductor cable as earth continuity wire , GP box and 15 amp piano type switch & ceiling rose /angle/batten holder on 3mm thick , phenolic laminated backelite sheet etc. complete in all respect ,as directed. including matching colour wash Same as in item 144 (B) but in PVC conduit with 1.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth wire drawn inside the conduit.

Supply & wiring of submains with 2 nos.4 sq.mm FR PVC insulated 1100V grade multistrand single core copper conductor cable in 20 mm dia. heavy guage rigid steel conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting, with l no 2,5 sqmm FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire including matching colour wash etc. complete in alI respect. Same As in item no. 221(B) but in 20 mm dia. heavy duty (2 mm thick) PVC conduit t with one no. 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit

Supply & wiring of submains with 2 nos.6 sq.mm FR PVC insulated 1100 V grade multistrand single core copper conductor cable in 25 mm dia. heavy gauge rigid steel conduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting, with I no. 4 sq mm .FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire including matching colour wash etc. completed in all respect. As in item no. 222 (B) but in 25 mm dia. heavy duty (2 mm thick) PVC conduit with one number 4 sq ,mm . FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.

Supply and fixing of water tight oblong bulkhead fitting of approved make com plate with prismatic glass holder, rubber gasket, G.I. Guard etc. complete in all respect

Supply and fixing of factory wired, HPF box type, fluoresce.,nt tube light fitting suitable for I x 40 watt fluorescent tube complete including tube etc. on surface complete in all respect

Supply & fixing of 4.5 mtr Gl Octagonal Pole of approved make (top dia. 60mm, Bottom dia. 125mm and base plate 12mm thick having nuri thickness with single arm bracket (1 Mtr length) 011 RCC foundation including the cost of foundation,fou11dationbolts,excavati on & back filling and Required T&P completely in all respect.

Supply and fixing of LED Street light Fitting having die cast aluminum body and diffuser with driver set suitable for 52 to 72Watt. Confining to IP 66 and above Protectio11 complete in all respect. CAT AAA

Cable & Cable Travs etc.

Supplying and laying of aluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by the Engineer- lncharge ,complete in all respect. The am1ouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size size 10 sq. mm x 4core

Supplying and laying of aluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by the Engineer- lncharge ,complete in all respect. The am1ouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size size 70 sq mm x 3-l/2core

Supply and fixing of brass nickle plated compression gland for pvc insulated & armored served sheathed, underground cable including rubber ring etc. complete in all respect Theam10uring of the cable shall be properly connected with the earth as per direction for engineer in charge for cable size 6 sq mm x 2 core

Supply and fixing of brass nickle plated compression gland for pvc insulated & armored served sheathed, underground cable including rubber ring etc. complete in all respect Theam10uring of the cable shall be properly connected with the earth as per direction for engineer in charge for cable size 70 sq mm x 3-1/2core

Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheathed ,underground cable including rubber ring etc. complete in all respect Thearmouring of the cable shall be properly connected with the earth as per direction for engineer in charge for cable. size 6 sq mm x 2 core

Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheathed ,underground cable including rubber ring etc. complete in all respect Thearmouring of the cable shall be properly connected with the earth as per direction for engineer in charge for cable.

Earthing System

Chemical Earthing

Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia. 50 mm inner Dia. 25 mm, terminal Dia. 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) havi11g anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.J. strip, upto switch board (from apron to switch board, the cost of 0.1. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U P P.W.D., & C.P R.L Certified.

Supply and laying of 25mm x 3 mm G.1 strip from earth electrod directl v in the ground as required complete in all respects

DBs & MCBs

Supply and fixing of 240 volts C Curve 6-32 amp SP miniature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CATA

S&F of 50 Amp to 63 Amp. SPMCB ( l OKA). CAT B

S&F of 63 Amo. DP MCB (10 KA) CAT B

Supply and fixing of 80-100 amp 4 pole MCCB (16 KA) thermal magnetic release. CAT A

S & F surface/Flush mounting 12 ways SPN distribution board with additional metal door without MCB complete in all respect, as Direct bv Engineer in Charge. CAT B

S & F surface/Flush mounting 4ways TPN distribution board without additional Door without MCB complete in all respect, as directed at site bv Engin eer in charge. CAT B

Erection and testing of ceiling fan and regulator etc. Excluding supply of down rod, complete in all respect.

Erection and testing of exhaust fan on the existing hole with suitable size rae: bolt nut & washer etc. complete in all respects

Supply and fixing of 16 SWG M S drum with luvers duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect.

Supply and Fixing of shock treatment chart. prescribed as per J.E. Rules. duly framed with glass and supported from back with hard board or shaft board with supply of all materiaL,labour,T&P for proper completion of work.

Supply and fixing of fire bucket, round bottom made of G.L sheet 9- In litres capacity duly painted as per lire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand. water as Der directions of Engineer-in-Charge

Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work..

Supply and fixing of power pl ug with 15A/250 volt flush type switch and 5 pin l 5A/250V flush type universal socket in suitable M S. box of 175mm x 100mm x 50mm size with phenolic laminated Bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer.

Supply and fixing of electronic fan regulator 120-280 V !SI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work..

Supply and wiring of sub main with four number 2.5 sq.mm .PVC insulated 1100 V grade single core aluminum conductor cable in 25nm dia. heavy gauge rigid steel conduit on surface, with two number 8 SWG GI earth continuity wire etc., complete in all respect.in 25mm dia. heavy duty (2mm thick) PVC conduit with 2 number 1.5 sq. mm FRI.SH PVC insulated l 100 V grade multistrand single core copper conductor cable as earth wire drawn inside the conduit

Supply & wiring of submains with 2 nos.1.5 sq mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in heavy gauge rigid steel conduit pipe with I no 1 5 sq mm FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire including matching colour wash etc. complete in all respect

s/f of light duties exhaust fan 12"dia.

s/f of light duties exhaust fan 18"dia.

S/F of Ceiling of exhaust fan hours 12" dia. or 18" dia.

Supply & Fixing of Fan Sheet of Backelite

S/F of ceiling fan ISi Marked 1200mm sweep decorative

s/f of CFL 18 watt/LED bulb

Kit-kit Fuse I 00 Amp/415 V

Cost of External Electrification works

External Electrification works

DEWEEDING, DESILTING & STRENGTHENING

Excavation for desilting 14166.67 cum @, Rs 60.00/cum

Disposal of Desilited earth with a laad of 10 km 2142.86 cum © Rs 105/cum

Rough stone revetment 45 cm thick For NH side (new) & damaged portion of lake bund periphery & island surrounding 200.80 sqm @ Rs 700.00/Sqm

Turing to slope of embankment 107.2 sqm @ Rs 5000 I sqm

Miscellaneous

SIGNAGES, MAPS & WAY FINDING SYSTEMS IN POND (U.P.)

SIGNAGES, MAPS & WAY FINDING SYSTEMS IN POND (U.P.)

COST OF OPERATION & MAINTAINANCE WORK OF SITE

COST OF OPERATION & MAINTAINANCE WORK OF SITE

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