Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date31 Oct 2024
Closing DateCancelled
Tender Amount₹ 16,25,79,000
Costs
EMD
₹ 32,51,580Document Cost
₹ 7,500Tender Fee
Refer Documents
Summary
Construction of the civil & mech works for Providing Water Supply at Hiranagar Town
Description
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Contact
Tender Id
2024_PHE_262913_1Tender No
enit 51 of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand : graded stone agg. upto 20mm niminal size)
46.16
-
-
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
27.04
-
-
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
16.56
-
-
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : 1:6 ( 1 cement : 6 coarse sand)
74.56
-
-
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
74.56
-
-
CEMENT PLASTER (IN FINE SAND)
12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
500.24
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
72.08
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: slab Suspended floors, roofs, landings, balconies and access platforms
118.8
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
176.56
-
-
Edges of slabs and breaks in floors and walls Under 20 cm wide
87.6
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more
2354.4
-
-
Providing and fixing on wall face un-plasticized 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.110 mm diametre
12
-
-
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10 mm and down gauge), including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75
mm deep chase.
87.6
-
-
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
4
-
-
Providing and laying integral cement based water proofing treatment
including preparation of surfaces as required for treatment of roofs,
balconies, terraces etc consisting of following operations.
a) Applying a slurry coat of neat cement using 2.75kg/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 300mm height including cleaning the surface before
treatment.b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm
to 115mm 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 20mm 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 Engineerin-
charge to required slope and treating similarly the adjoining walls
upto 300mm height including rounding of Junctions of walls and slabs)
c) After two days of proper curing applying a second coat of cement
slurry using 2.75kg/sqm of cement admixed with water proofing
compound conforming to IS 2645 and approved by Engineer-in-charge.
d) finishing the surface with 20mm thick joint less 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 300x300mm/sq 3mm 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 Engineerin-
charge.
23.7.1 With average thickness of 120mm and minimum thickness at
khurra as 65 mm
139.8
-
-
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade on New work (two or more coats) over
and including priming coat with water thinnable cement primer
500.24
-
-
Providing and fixing aluminum work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/appropriate Z
sections and other sections of approved make conforming to IS: 733 and
IS: 1285, fixed with dash fastener of required dia. and size including
necessary filling up of gaps at junctions i.e, at top, bottom and sides with
required EPDM rubber / neoprene gasket felt etc. Aluminum sections
shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminum snap beading for
glazing / panelling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-Charge (glazing,
panelling and dash fasteners to be paid for separately.) Powder coated aluminum (minimum thickness of powder
coated 50 microns)
97.7
-
-
Providing and fixing aluminum work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/appropriate Z
sections and other sections of approved make conforming to IS: 733 and
IS: 1285, fixed with dash fastener of required dia. and size including
necessary filling up of gaps at junctions i.e, at top, bottom and sides with
required EPDM rubber / neoprene gasket felt etc. Aluminum sections
shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminum snap beading for
glazing / panelling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-Charge (glazing,
panelling and dash fasteners to be paid for separately.)
Powder coated aluminum (minimum thickness of powder
coated 50 microns)
102.8
-
-
Providing and fixing 12mm thick prelaminated particle board flat
pressed three layer or graded wood particle board (conforming to IS:
12823 Grade-I type-II) in panelling fixed in aluminum doors, windows
shutters and partition frames with C.P. brass / stainless steel screws etc.complete as per architectural drawings and directions of engineer-incharge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
4.6
-
-
Providing and fixing glazing in aluminum door, window, ventilator
shutters and partitions etc. with EPDM rubber / neoprene gasket etc.
complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)
7.04
-
-
Providing and fixing aluminum round shape handle of outer dia 100mm
with SS screws etc. Complete as per direction of Engineer-in-charge
Powder coated minimum thickness 50 micron aluminum
24
-
-
Providing and fixing aluminum tower bolts ISI marked anodized (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
100x10 mm
12
-
-
Structural steel work in single section, fixed with or without connecting
plate, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
784.8
-
-
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete.
4
-
-
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone
aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
130.4
-
-
Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 20 Km
142.08
-
-
Carriage of Cement & Steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 10 Km
31.48
-
-
Carriage of Bricks from brick kiln (to be identified by engineer in charge) by Mechanical Transport to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 10 Km
35.42
-
-
Supply, Installation. Testing & Commissioning LED Flood Light Luminaire oquipped with specially designed heat sink, High performance electronic driver ensures zero, rnaintenance, High Surge Protection: 4KV, Average life L70B50. 50,000 hrs., Operating temperature:-10°C to +46°C Power 60W, Flux 4,2601m,Dimension(mm) |220X60X311,Welght 1,.8kg
64
-
-
Supply, Installation, Testing & Commissioning Aesthetically designed |higher wattage LED Bulb for B22 lamp base, Input Voltage: AC 220-240V, 50/60Hz, Driver Type: Integral, Lumen output 1060 Im, (12 Watt LED Bulb)
72
-
-
Supply & Fixing of Pvc conduit of size 25 mm for cable laying
24
-
-
Supply, Installation of Saddle block 25 mm for fixing of conduit pipes
40
-
-
Supply & fixing of 8 Way Gang box
24
-
-
Supply, & fixing of 6 amp. Switch
152
-
-
Supply, Laying & Termination of 1.5 Sqmm wire for lighting
2160
-
-
Supply, Laying & Termination of 2.5 Sqmm wire for lighting
720
-
-
Supply & fixing of Screws1 inch & 1.5 inch for fixing of electric Fixtures
40
-
-
Supply & Fitting of Rawal plugs for fixing of Electrical fixtures
40
-
-
Supply & Fitting of Pandent Holders for fixing of LED Blubs
40
-
-
Supply & Fiting of Angle Holders for fixing of LED Blubs
40
-
-
Supply & Fitting of Fan dimmer for control of ceiling fan
8
-
-
Supply & Fitting of 6 Amp 3- pin socket
8
-
-
Supply & Fitting of Square Block for fixing of Switches, Sockets
8
-
-
Supply, Laying & Termination of 3.5 core 4 Sqmm copper armond wire for pump to panel
400
-
-
Supply, Laying & Termination of 3.5 Core 50 sqmm wire for Feeder to transformer
460
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
0.8
-
-
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
122.48
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand : graded stone agg. upto 40mm niminal size)
14.84
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand : graded stone agg. upto 20mm niminal size)
73.72
-
-
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
36
-
-
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
26
-
-
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : 1:6 ( 1 cement : 6 coarse sand)
120.84
-
-
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
120.84
-
-
Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :1 Cement mortar 1:3 ( 1 cement : 3 coarse sand)
36
-
-
CEMENT PLASTER (IN FINE SAND)
12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
853.48
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
113.12
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: slab Suspended floors, roofs, landings, balconies and access platforms
186.88
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
282.16
-
-
Edges of slabs and breaks in floors and walls Under 20 cm wide
109.44
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more
3180
-
-
Providing and fixing on wall face un-plasticized 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.110 mm diametre
12
-
-
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10 mm and down gauge), including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75
mm deep chase.
109.44
-
-
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
4
-
-
Providing and laying integral cement based water proofing treatment
including preparation of surfaces as required for treatment of roofs,
balconies, terraces etc consisting of following operations.
a) Applying a slurry coat of neat cement using 2.75kg/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 300mm height including cleaning the surface before
treatment.b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm
to 115mm 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 20mm 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 Engineerin-
charge to required slope and treating similarly the adjoining walls
upto 300mm height including rounding of Junctions of walls and slabs)
c) After two days of proper curing applying a second coat of cement
slurry using 2.75kg/sqm of cement admixed with water proofing
compound conforming to IS 2645 and approved by Engineer-in-charge.
d) finishing the surface with 20mm thick joint less 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 300x300mm/sq 3mm 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 Engineerin-
charge.
23.7.1 With average thickness of 120mm and minimum thickness at
khurra as 65 mm
139.8
-
-
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade on New work (two or more coats) over
and including priming coat with water thinnable cement primer
853.48
-
-
Providing and fixing aluminum work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/appropriate Z
sections and other sections of approved make conforming to IS: 733 and
IS: 1285, fixed with dash fastener of required dia. and size including
necessary filling up of gaps at junctions i.e, at top, bottom and sides with
required EPDM rubber / neoprene gasket felt etc. Aluminum sections
shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminum snap beading for
glazing / panelling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-Charge (glazing,
panelling and dash fasteners to be paid for separately.) Powder coated aluminum (minimum thickness of powder
coated 50 microns)
134.17
-
-
Providing and fixing aluminum work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/appropriate Z
sections and other sections of approved make conforming to IS: 733 and
IS: 1285, fixed with dash fastener of required dia. and size including
necessary filling up of gaps at junctions i.e, at top, bottom and sides with
required EPDM rubber / neoprene gasket felt etc. Aluminum sections
shall be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminum snap beading for
glazing / panelling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-Charge (glazing,
panelling and dash fasteners to be paid for separately.)
Powder coated aluminum (minimum thickness of powder
coated 50 microns)
131.4
-
-
Providing and fixing 12mm thick prelaminated particle board flat
pressed three layer or graded wood particle board (conforming to IS:
12823 Grade-I type-II) in panelling fixed in aluminum doors, windows
shutters and partition frames with C.P. brass / stainless steel screws etc.complete as per architectural drawings and directions of engineer-incharge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
14.6
-
-
Providing and fixing glazing in aluminum door, window, ventilator
shutters and partitions etc. with EPDM rubber / neoprene gasket etc.
complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)
7.76
-
-
Providing and fixing aluminum round shape handle of outer dia 100mm
with SS screws etc. Complete as per direction of Engineer-in-charge
Powder coated minimum thickness 50 micron aluminum
24
-
-
Providing and fixing aluminum tower bolts ISI marked anodized (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
100x10 mm
12
-
-
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete.
4
-
-
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 1:4 (1cement :4 coarse sand)
including grouting the joints with white cement and matching pigments
etc. complete Size of tile 500x500 mm
20
-
-
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone
aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
169
-
-
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, shadesexcept 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 @ 3.3 kg per sqm, including pointing
in white cement mixed with pigment of matching shade complete.
113.44
-
-
Providing and fixing white vitreous china pedestal type water closet
(European type W.C. pan) with seat and lid, 10 liter 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 black solid plastic seat and lid
4
-
-
Providing and fixing wash basin with C.I. brackets, 15mm 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 required :1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.
4
-
-
Providing and fixing PTMT Bottle Trap for Wash basin and sink:
Bottle trap 38 mm single piece moulded with height of 270 mm,
effective length of tail pipe 260mm from the centre of the waste coupling
77 mm breadth with 25 mm minimum water seal, weighing not less than
263 gms.
4
-
-
Providing and fixing 15 mm nominal bore C.P. brass angle valve for
basin mixer and geyser points of approved make conforming to IS : 8931
12
-
-
Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,
200 mm wide with a minimum distance of 37 mm from wall face with
concealed fittings arrangements of approved quality and colour, weighing
not less than 88 gms
4
-
-
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm
high and 112 mm distance from wall of standard shape with brackets of
the same materials with snap fittings of approved quality and colour,
weighing not less than 105 gms.
4
-
-
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 453x357 mm
4
-
-
Providing and fixing 15 mm nominal bore C.P. brass bib cock of
approved quality conforming to IS : 8931
16
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot and cold water supply, including all
CPVC plain and brass threaded fittings. This includes jointing of pipes
and fittings with one step CPVC solvent cement and testing of joints
complete as per direction of Engineer-in-charge. Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc. 15mm nominal outer dia pipes.
60
-
-
Constructing brick masonry chamber for underground C.I. inspection
chamber and bend with common burnt clay (non modular) bricks of class
designation 7.5 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 1:1 ½ : 3 mix ( 1
cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal
size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone
aggregate 40mm 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 455x610 mm and 45 cm deep for single pipe line-
8
-
-
Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick
honey comb shaft with common burnt clay (non modular) bricks of class
designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long
complete as per standard design.
4
-
-
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per
I.S. 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 :610x510mm bowl depth 200mm
4
-
-
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
4000
-
-
Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 10 Km
215.2
-
-
Carriage of Bricks from brick kiln (to be identified by engineer in charge) by Mechanical Transport to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 20 Km
59.45
-
-
Carriage of Cement & Steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 20 Km
46.88
-
-
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
430.8
-
-
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as
directed: All kinds of soil :
282.08
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or stacked material : All kinds of soil :
282.08
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand : graded stone agg. upto 40mm niminal size)
35.36
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve
5.0 (REINFORCED CEMENT CONCRETE) 99 CODE NO.DESCRIPTION
UNIT RATE ₹ workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level
211.88
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve
5.0 (REINFORCED CEMENT CONCRETE) 99 CODE NO.DESCRIPTION
UNIT RATE ₹ workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
182.54
-
-
Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC.
394.42
-
-
Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
20.18
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more
53898.6
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
54.5
-
-
Extra for shuttering in circular works(20%)
16.22
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: slab Columns, pillars, piers, abutments, posts and struts.
430.32
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
137.94
-
-
Centering and shuttering including strutting, propping etc. and removal of form for: slab Suspended floors, roofs, landings, balconies and access platforms
206.64
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:Stairs (excluding landings) except spiral staircases.
61.56
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
137.64
-
-
Extra for shuttering in circular works(20%)
137.64
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:Chimney and shafts
627.74
-
-
Extra for shuttering in circular works(20%)
627.74
-
-
Edges of slabs and breaks in floors and walls Under 20 cm wide
134.68
-
-
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm
angle iron and 3mm M.S. gusset plates at the junctions and corners, all
necessary fittings complete, including applying a priming coat of approved
steel primer. Using M.S. angles 40x40x6mm for diagonal braces
6.48
-
-
Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing, staircase railing and similar works, including
applying priming coat of approved steel primer.G.I. pipes
3506.4
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand : graded stone agg. upto 20mm niminal size)
4.36
-
-
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone
aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
84.86
-
-
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
(1 kg of water proofing material in 50 kg of cement)
3316.84
-
-
Finishing walls with water proofing cement paint of required shade on
New work (two or more coats applied @ 3.84 kg/10sqm)
1174.64
-
-
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally
(Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
100 mm dia Ductile Iron Double Flanged
192
-
-
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally
(Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
150 mm dia Ductile Iron Double Flanged
48
-
-
Providing and laying D.I. Specials of Class K-12 suitable for mechanical
jointing as per IS : 9523 Upto 600 mm dia.
10
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
nuts, rubber insertions etc. (the tail pieces if required will be paid
separately).100 mm dia class -II
8
-
-
Providing and fixing of lightning conductor complete job along with fixing of Aluminum strips and earthling which includes digging of a pit in the earth which should not be less than 3m (10ft) from the ground level . A plate made up of Aluminium with dimensions 60cm x 60cm x 3.18mm is buried vertical in the earth (earth pit) which should not be less than 3m (10ft) from the ground level and connecting al. strip of 32mm x 5mm along with nuts and bolts inside the pit with the earthing plate and extending the strip up to the machinery. Put about 30 cm layer of powdered charcoal and salt around the earth plate in alternate layers up to 06 feet . Providing and fitting of 25 mm dia GI pipe for putting water inside the pit to maintain moisture. The job also includes the construction of chamber made of brick masonary with CI cover 45 cm x 45 cm. The job includes the cost of material, labour, transport charges , testing and any other miscellaneous charges.(Note: The distance between the two earth should not be less than 06 mtrs). Complete job as per scope of work in SBD. Earthing and other allied works
2
-
-
Supply , installation and commissioning of level transmitter in sump and overhead tanks, Ultrasonic type having range ( 0-8m) with 24-48VDC connections including cabling, conduiting as per technical specifications complete
2
-
-
Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge.
2
-
-
Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 20 Km
409.94
-
-
Carriage of Cement & Steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 10 Km
364.33
-
-
CEMENT PLASTER (IN FINE SAND)
12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
465.35
-
-
Finishing walls with water proofing cement paint of required shade on
New work (two or more coats applied @ 3.84 kg/10sqm)
373.49
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand : graded stone agg. upto 20mm niminal size)
4.85
-
-
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone
aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
28.28
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
17.65
-
-
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
(1 kg of water proofing material in 50 kg of cement)
350.04
-
-
Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 20 Km
118.51
-
-
Carriage of Cement & Steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 10 Km
17.5
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
nuts, rubber insertions etc. (the tail pieces if required will be paid
separately).150 mm dia class -II
1
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
nuts, rubber insertions etc. (the tail pieces if required will be paid
separately).100 mm dia class -II
4
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand : graded stone agg. upto 40mm niminal size)
6.08
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand : graded stone agg. upto 20mm niminal size)
1.24
-
-
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone
aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
48.4
-
-
Providing and applying crystalline mortar by mixing in the ratio of 4.5 :
1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty
construction joints, cracks, tie rod holes and spalled &honeycombed
surface of RCC underground structures like basement, water tanks,
bridge deck etc. to ensure water tightness. The crystallie mortar shall
conform to the EN 1504-3 having compressive strength Class R4 45
MPa and adhesive bond strength Class R3 1.5 MPa. The work shall be
carried out all complete as per specification and the direction of the
Engineer-In-Charge. The product performance shall carry guarantee for
10 years against any leakage.
23.23.1 For sealing cracks and faulty construction joints, routed
out/making U-shape groove size 25x25mm and then primed the area
with integral crystalline slurry @0.05kg/ running metre and while the
surface is tacky filled the groove upto surface with crystalline mortar
@1.50kg/ running metre. Once crystalline mortar is touch dry then
finally applied two coats of integral crystalline slurry @0.05kg/running
metre per coat.
166.55
-
-
Finishing walls with water proofing cement paint of required shade on
New work (two or more coats applied @ 3.84 kg/10sqm)
541
-
-
Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix)
3.85
-
-
Providing and fixing double scaffolding system ( cup lock type ) on the
exterior side of building/ structure, upto 25 mtrs height above ground
level, including additional rows of scaffolding in stepped manner as per
requirement of site, made with 40mm dia M.S. tube, placed 1.5 mtr.c/c,
horizontal and vertical tubes joint with cup and lock system with M.s
tube, M.S tubes Challis M.S clamps and stairs case system in the
scaffolding for working platform etc. and maintaining it in a serviceable
condition of execution of work of cleaning and/ or pointing and/or
applying chemical and removing it their after the scaffolding system
shall be stiffened with bracings, runners connecting with the building
etc. where ever required. if feasible, for inspection of work at required
location with essential safety features for the work men etc, complete as
per directions and approval of Engineer-in-charge.
754.08
-
-
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as
directed: All kinds of soil :
15.81
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand : graded stone agg. upto 40mm niminal size)
2.89
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
15.81
-
-
Structural steel work in built up sections, trusses and framed work,
including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete.Welded
8392.4
-
-
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, railings, brackets, gates and
similar works.
888
-
-
Providing and fixing G.I. chain link fabric fencing of required width in
mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,
bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm
689.31
-
-
Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade.Two or more coats on new work
749.25
-
-
Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 20 Km
24.46
-
-
Cutting road and making good the same including supply of extra
quantities of material i.e. crushed aggregate, moorum screening, red bajri
and labour required. Bituminous portion
1738.08
-
-
Providing and applying tack coat using hot straight run bitumen of grade –
VG-10, including heating the bitumen, spraying the bitumen with
mechanically operated spray unit fitted on bitumen boiler, cleaning and
preparing the existing road surface as per specifications.
41439
-
-
Providing and laying semi- dense Bituminous concrete using crushed
stone aggregates of specified grading, premixed with bituminous binder
and filler, transporting the hot mix to work site by tippers, laying with
paver finisher equipped with electronic sensor to the required grade, level
and alignment and rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction and density as per specification,
complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @
5% (percentage by weight of total mix) and lime filler @ 2% (percentage
by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90
TPH capacity.
41439
-
-
Taking out existing CC interlocking paver blocks from footpath/ central
verge, including removal of rubbish etc., disposal of unserviceable
material to the dumping ground, for which payment shall be made
separately and stacking of serviceable material within 50 meter lead as per
direction of Engineer-in-Charge.
11411.7
-
-
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
2430
-
-
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally
(Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
100 mm dia Ductile Iron Double Flanged
150
-
-
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally
(Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
100 mm dia Ductile Iron Class K - 9 Pipes
650
-
-
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or
Ductile Iron Pipes including testing of joints and including the cost of
rubber gasket. 100 mm dia pipes
130
-
-
Providing, & fixing G.I pipes complete G.I fitting excluding teenches and refilling etc (extranal work) Medium ( 80mm dia)
3700
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
nuts, rubber insertions etc. (the tail pieces if required will be paid
separately). ( 100 mm dia) Class-II
5
-
-
Providing and laying D.I Specials of Clas K-12 suitabl for push on jointing as per IS 923 Up to 600 mm dia
3.84
-
-
Providing and fixing Check Type Reflux ( Non Return) Valves complete with bolts , nuts, Rubber insertions etc 100 mm dia class-II for PN 1.6 MPA
2
-
-
Welding, including transportation of plant at site etc. complete By electric plant
17591
-
-
Fabrication and installation of manifolds, providing and fixing of sluice valves fabrication of bends by way of welding and commissioning complete
4
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
18024.8
-
-
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as
directed: All kinds of soil :
9415.74
-
-
Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge:1:4:8 or leaner mix (i/c equivalent design mix)
1141.17
-
-
Demolishing dry brick pitching in floors, drains etc. including stacking
serviceable material and disposal of unserviceable material within 50
meters lead.
437.46
-
-
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
8181.81
-
-
Providing, laying, fixing & Jointing of ISI marked HDPE pipes as per ISI 4984-4995 casting along the Trenches and laying the same in Trenches to corect alignment and grasients , cutting , jointing and testing complete as per specifications ( 50mm PN-10)
4705
-
-
Providing, laying, fixing & Jointing of ISI marked HDPE pipes as per ISI 4984-4995 casting along the Trenches and laying the same in Trenches to corect alignment and grasients , cutting , jointing and testing complete as per specifications ( 63mm PN-10)
2945
-
-
Providing, laying, fixing & Jointing of ISI marked HDPE pipes as per ISI 4984-4995 casting along the Trenches and laying the same in Trenches to corect alignment and grasients , cutting , jointing and testing complete as per specifications (75mm PN-10)
2495
-
-
Providing, laying, fixing & Jointing of ISI marked HDPE pipes as per ISI 4984-4995 casting along the Trenches and laying the same in Trenches to corect alignment and grasients , cutting , jointing and testing complete as per specifications (90mm PN-12.50)
1920
-
-
Providing, & fixing G.I pipes complete G.I fitting excluding teenches and refilling etc (extranal work) Medium ( 25mm dia)
2000
-
-
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end)40 mm nominal bore
15
-
-
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end)50 mm nominal bore
10
-
-
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore
19
-
-
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm nominal bore
15
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand : graded stone agg. upto 40mm niminal size)
1141.17
-
-
Laying old cement concrete interlocking paver blocks of any design/
shape laid in required line, level, curvature, colour and pattern over and
including 50 mm thick compacted bed of coarse sand, filling the joints
with fine sand etc. all complete as per the direction of Engineer-in- charge
7988.19
-
-
Providing and laying factory made chamfered edge Cement Concrete
paver blocks in footpath, parks, lawns, drive ways or light traffic parking
etc, of required strength, thickness & size/ shape, made by table vibratory
method using PU mould, laid in required colou r& pattern over 50mm
thick compacted bed of sand, compacting and proper embedding/laying of
inter locking paver blocks into the sand bedding layer through vibratory
compaction by using plate vibrator, filling the joints with sand and cutting
of paver blocks as per required size and pattern, finishing and sweeping
extra sand complete all as per direction of Engineer-in-Charge.
16.93.1 60mm thick cement concrete paver block of M-35 grade with
approved colour, design & pattern
3423.51
-
-
Dry brick on edge flooring in required pattern with common burnt clay
non-modular bricks of class designation 7.5 on a bed of 12 mm cement
mortar, including filling the joints with fine sand
1901.95
-
-
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally
(Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
150 mm dia Ductile Iron Class K - 7 Pipes
2875
-
-
Providing and laying Double Flanged (Screwed/ Welded) Centrifugally
(Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
100 mm dia Ductile Iron Class K - 7 Pipes
18770
-
-
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or
Ductile Iron Pipes including testing of joints and including the cost of
rubber gasket. 100 mm dia pipes
3754
-
-
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or
Ductile Iron Pipes including testing of joints and including the cost of
rubber gasket. 150 mm dia pipes
575
-
-
Providing and laying D.I Specials of Clas K-12 suitabl for push on jointing as per IS 923 Up to 600 mm dia
103.9
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
nuts, rubber insertions etc. (the tail pieces if required will be paid
separately).150 mm dia class -II
5
-
-
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
nuts, rubber insertions etc. (the tail pieces if required will be paid
separately).100 mm dia class -II
10
-
-
Carriage of Pipe by Head Load from dumping place to site of work including cost for loading and unloading. For an av. distance of 500m ( 100 mm dia D.I Pipe
8
-
-
Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 20 Km
1677.52
-
-
Carriage of Cement & steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 10 Km
194
-
-
Carriage of surplus excavated earth and dismantled material up to a lead of 05 Km M.T
2899.93
-
-
Carriage of Pipe by Head Load from dumping place to site of work including cost for loading and unloading. For an av. distance of 500m ( 150 mm dia D.I Pipe
28.75
-
-
Carriage of Pipe by Head Load from dumping place to site of work including cost for loading and unloading. For an av. distance of 500m ( 80 mm dia
30.93
-
-
Carriage of HDPE Pipe by Head Load from dumping place to site of work including cost for loading and unloading. For an av. distance of 500m
14.96
-
-
Carriage of Pipe by Head Load from dumping place to site of work including cost for loading and unloading. For an av. distance of 500m (25 mm dia D.I Pipe
192.52
-
-
Providing & Fixing of House holds connection
1500
-
-
Supply,Installation, Testing and Commissioning of liquid Chlorinator dosing pump along with allied work and supply of Hypochlorite solution in drums of suitable capacities for 12 months requirement
4
-
-
Carriage of Pipe by Head Load from dumping place to site of work including cost for loading and unloading. For an av. distance of 500m ( 100 mm dia D.I Pipe
187.7
-
-
Providing and installation of Bulk flow meters 100 mm dia
11
-
-
Providing and installation of Bulk flow meters 150 mm dia
4
-
-
Clearing of site by way of bush cutting , marking approach road, shifting of machinery and allied material, preparation of site, proper leveling for installation of machinery
2
-
-
Drilling of gravel packed bore hole of 530 mm diameter for lowering of liner
assembly consisting of blind and strainer pipes of 250 mm dia mts in all types
of strata by drilling to suite requirements and conditions. The work excludes
cost of blind pipe and strainer pipe upto the depth of 200 mtrs.
400
-
-
Providing and lowering of liner assembly 250 mm dia. After welding upto the
desired length and design approved by the competent authority / Electric Logging
340
-
-
Providing and lowering of liner assembly 250 mm dia. Slotted. After welding
upto the desired length and design approved by the competent authority.
60
-
-
Providing of PEA shaped gravel as per IS-4097 of 1967 with latest
amendments for gravel packing of tube well and shrouding during drilling and
stabilization of tube well.
100
-
-
Development of bore hole by air compressor of adequate capacity to give clear
potable water free of sand and impurities. Stabilization and testing of bore well
by way of V.T/submersible pumpset as per IS code- part-1 2800 of 1991 & IS-
2800 part-II of 1979 reaffirmed with up to date amendments pump set till the
clear potable water having discharge as per specifications is yielded.
Fabrication, providing/ fitting of steel supporting structure for clamping of
Tube Well housing using 2 Nos. parallel ISMB-250 of 5 M length each and MS
Angle 40X40X6mm and MS Plate 10 mm thick with 2 Nos. cement concrete
blocks of size 1.00 M X1.00 MX 1.00 MI No. each of both ends,
2
-
-
Setting up of drilling site by way of shifting of requisite machinery and allied material after making proper approaches as per requirement at site.
2
-
-
Boring/drilling 200mm dia. Bore Well, 120 meter below ground level or till sufficient aquifer Zone/discharge is encountered, by using ODEX Method of drilling and simultaneously driving of 200mm dia. ERW casing pipe after providing fixing of casing drive shoe with first 200mm dia.
ERW casing pipe, complete, as per IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipment tools plants and machineries required for the job, all complete as per direction of Engineer-in-charge. (ERW casing pipe shall be shall be paid separately)
280
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Supplying, assembly (including welding), lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel beveled ended 200mm dia. casing pipes, conforming to IS: 4270 of reputed and approved make, including painted with outside surface with two coats, of anticorrosive paint of approved brand and manufacture including required hire and labour charges, fitting and accessories, all complete for all depths, as per direction of Engineer-in-charge. Detail of specification of pipe is reflected at Annexure “A” of the SBD. The cost includes transportation, loading, unloading and stacking/handling at site all complete )
280
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-
Development to tube well in accordance with IS: 2800 (part 1) 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 and getting tested in approved laboratory, I/C disinfection of tube well, all complete including required hire and labour charges of air compressor tools and accessories, etc. all, as per direction of Engineer-in-charge.
2
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Supply, Installation, testing and commissioning of (01 no Working +01 nos
stand by) submersible pump set 7000 GPH x 70-80 mtr head including fixing
of cables,LT Control Panel,Earthing, Sluice Valves, reflex Valves etc. along
with allied work(Complete Job)
1
-
-
Supply and Installation, Testing and Commissioning of 63 KVA Voltage
Stabilizer Manually opearted along with allied works.
1
-
-
Providing .Febrication,fitting and lowering of B Class column pipe
|conferming to IS 1239 of length 10 Rft into the production well up desired
depth(100mm dia)
20
-
-
Supply, Installation, testing and commissioning of electrical operated chain hoist of 5 ton capacity
1
-
-
Supply, Installation, testing and commissioning of (01 no Working +01 nos
stand by) submersible pump set 7000 GPH x 100-110 mtr head including fixing
of cables,LT Control Panel,Earthing, Sluice Valves, reflex Valves etc. along
with allied work(Complete Job)
1
-
-
Supply and Installation, Testing and Commissioning of 63 KVA Voltage
Stabilizer Manually opearted along with allied works.
1
-
-
Providing .Fabrication,fitting and lowering of B Class column pipe
|conferming to IS 1239 of length 10 Rft into the production well up desired
depth(100mm dia)
20
-
-
Supply, Installation,Testing and Commissioning of electrical operated chain hoist of 5 ton capacity
1
-
-
Supply, Installation, testing and commissioning of (01 no Working +01 nos
stand by) submersible pump set 5000 GPH x 140-150 mtr head including fixing
of cables,LT Control Panel,Earthing, Sluice Valves, reflex Valves etc. along
with allied work(Complete Job)
1
-
-
Supply and Installation, Testing and Commissioning of 100 KVA Voltage
Stabilizer Manually opearted along with allied works.
1
-
-
Providing .Fabrication,fitting and lowering of B Class column pipe
|conferming to IS 1239 of length 10 Rft into the production well up desired
depth(80mm dia)
20
-
-
Supply, Installation, Testing and commissioning of Electric Operated chain hoist of 5 ton capacity
1
-
-
Supply, Installation, testing and commissioning of (01 no Working +01 nos
stand by) submersible pump set 5000 GPH x 75-80 mtr head including fixing
of cables,LT Control Panel,Earthing, Sluice Valves, reflex Valves etc. along
with allied work(Complete Job)
1
-
-
Supply and Installation, Testing and Commissioning of 63 KVA Voltage
Stabilizer Manually opearted along with allied works.
1
-
-
Providing .Fabrication,fitting and lowering of B Class column pipe
|conferming to IS 1239 of length 10 Rft into the production well up desired
depth(80mm dia)
20
-
-
Supply, Installation,Testing and Commissioning of electrical operated chain hoist of 3 ton capacity
1
-
-
Operation and Maintenace Cost of scheme for 5 years (after completion of Defect Liability period) complete in all repects by maintaining all the instruments during warranty period and maintenance period for 5 years with replacement/repair of all damaged or non functioning units /Components incl accessories.
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Ist YEAR
1
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2nd YEAR
1
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3rd YEAR
1
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4th YEAR
1
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-
5th YEAR
1
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