Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Water Storage And Supply
Eprocure
Opening Date13 Nov 2024
Closing Soon4 Dec 2024
Tender Amount₹ 38,28,36,000
Costs
EMD
₹ 76,56,720Document Cost
₹ 10,000Tender Fee
₹ 10,000
Summary
Augmentation Of Water Supply Scheme Kathua Town Under Amrut 2.0 And Operation
Description
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Contact
Tender Id
2024_PHE_264524_1Tender No
enit 55 of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
Augmentation of water supply scheme Kathua Town under AMRUT 2.0 and Operation and Maintenance of scheme for 05 Years
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)
80.78
5733
463160.21
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)
46.9
7788
365275.96
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
28.98
416
12070.17
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)
130.48
7571
987935.84
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
130.48
1455
189933.21
CEMENT PLASTER (IN FINE SAND)
12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
875.42
283
248444.2
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
126.14
577
72852.16
Centering and shuttering including strutting, propping etc. and removal of form for: slab Suspended floors, roofs, landings, balconies and access platforms
207.9
718
149313.78
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
308.98
286
88476.42
Edges of slabs and breaks in floors and walls Under 20 cm wide
153.3
262
40195.26
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
4120.2
123
507608.64
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
21
366
7692.3
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.
153.3
241
37014.28
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
7
262
1838.83
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
244.65
1404
343647.62
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
875.42
164
144094.13
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)
170.98
514
87936.04
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)
179.9
607
109272.96
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.
8.05
947
7626.57
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)
12.32
1061
13083.22
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
42
95
4025.7
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
21
63
1330.35
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.
1373.4
120
165906.72
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.
7
747
5229.7
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.
228.2
562
128282.63
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
246.82
279
68872.65
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
62.63
744
46605.37
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
55.09
248
13663.97
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.
1.4
1249
1748.74
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 :
214.34
256
55053.23
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)
25.97
5202
135119.31
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)
129.01
5733
739691.74
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)
63
7788
490669.2
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
45.5
416
18950.75
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)
211.47
7571
1601155.68
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
211.47
1455
307826.31
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)
63
981
61834.5
CEMENT PLASTER (IN FINE SAND)
12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
1493.59
283
423880.84
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
197.96
577
114331.8
Centering and shuttering including strutting, propping etc. and removal of form for: slab Suspended floors, roofs, landings, balconies and access platforms
327.04
718
234880.13
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
493.78
286
141393.9
Edges of slabs and breaks in floors and walls Under 20 cm wide
191.52
262
50216.54
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
5565
123
685608
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
21
366
7692.3
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.
191.52
241
46242.5
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
7
262
1838.83
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
244.65
1404
343647.62
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
1493.59
164
245844.91
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)
234.79
514
120752.75
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)
229.96
607
139676.73
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.
25.55
947
24206.07
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)
13.58
1061
14421.28
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
42
95
4025.7
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
21
63
1330.35
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.
7
747
5229.7
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
35
1312
45949.75
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.
295.75
562
166255.86
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.
198.52
1229
244000.93
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
7
5538
38771.25
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.
7
4172
29206.8
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.
7
623
4361.7
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
21
582
12229.35
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
7
248
1739.15
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.
7
287
2012.5
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
7
1156
8093.75
Providing and fixing 15 mm nominal bore C.P. brass bib cock of
approved quality conforming to IS : 8931
28
583
16331
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.
105
419
44073.75
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-
14
6341
88780.3
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.
7
23815
166710.6
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
7
4380
30663.5
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
7000
8
61250
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
376.6
279
105086.46
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
716.92
744
533495.27
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
82.04
248
20348.38
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
112
1233
138174.4
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)
126
113
14348.88
Supply & Fixing of Pvc conduit of size 25 mm for cable laying
42
1898
79716
Supply, Installation of Saddle block 25 mm for fixing of conduit pipes
70
94
6643
Supply & fixing of 8 Way Gang box
42
94
3985.8
Supply, & fixing of 6 amp. Switch
266
71
18932.55
Supply, Laying & Termination of 1.5 Sqmm wire for lighting
3780
23
89680.5
Supply, Laying & Termination of 2.5 Sqmm wire for lighting
1260
33
41850.9
Supply & fixing of Screws1 inch & 1.5 inch for fixing of electric Fixtures
70
56
3985.8
Supply & Fitting of Rawal plugs for fixing of Electrical fixtures
70
56
3985.8
Supply & Fitting of Pandent Holders for fixing of LED Blubs
70
47
3321.5
Supply & Fiting of Angle Holders for fixing of LED Blubs
70
66
4650.1
Supply & Fitting of Fan dimmer for control of ceiling fan
14
272
3812.06
Supply & Fitting of 6 Amp 3- pin socket
14
237
3321.5
Supply & Fitting of Square Block for fixing of Switches, Sockets
14
189
2657.2
Supply, Laying & Termination of 3.5 core 4 Sqmm copper armond wire for pump to panel
700
189
132860
Supply, Laying & Termination of 3.5 Core 50 sqmm wire for Feeder to transformer
840
332
279006
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 :
513.24
187
96129.85
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 :
342.16
479
163997.29
Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or stacked material : All kinds of soil :
427.7
89
38386.08
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)
54.12
5202
281580.95
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
367.98
8021
2951604.38
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
327.88
9412
3086022.95
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.
695.86
98
68750.97
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)
41.74
10377
433142.24
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
262.22
577
151445.16
Centering and shuttering including strutting, propping etc. and removal of form for: slab Suspended floors, roofs, landings, balconies and access platforms
221.86
718
159339.85
Centering and shuttering including strutting, propping etc. and removal of form for: slab Columns, pillars, piers, abutments, posts and struts.
625.92
742
464776.9
Centering and shuttering including strutting, propping etc. and removal of form for:Stairs (excluding landings) except spiral staircases.
61.02
851
51937.17
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
79.44
286
22747.64
Extra for shuttering in circular works(20%)
50.64
57
2900.15
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
289.6
2281
660635.52
Centering and shuttering including strutting, propping etc. and removal of form for:Extra for arches, domes, vaults exceeding 6 m span
289.6
1118
324018.96
Centering and shuttering including strutting, propping etc. and removal of form for:Chimney and shafts
499.42
628
314110.21
Extra for shuttering in circular works(20%)
499.42
125
62822.04
Edges of slabs and breaks in floors and walls Under 20 cm wide
134.68
262
35313.1
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
95888
123
11813401.6
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured).Suspended floors, roofs, landings, beams and balconies (plan area to be measured
37.38
293
10985.98
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
1.44
5493
7911.22
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
197
692338.68
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.
153.98
562
86559.86
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)
5900.8
63
371750.4
Finishing walls with water proofing cement paint of required shade on
New work (two or more coats applied @ 3.84 kg/10sqm)
2033.7
98
200827.88
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
96
1530
146937.6
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
96
2295
220382.4
Providing and laying D.I. Specials of Class K-12 suitable for mechanical
jointing as per IS : 9523 Upto 600 mm dia.
10
17971
179716.5
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
4
4453
17815.4
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
4
6642
26570.2
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
60000
120000
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
80000
160000
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
14000
28000
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
1033.84
279
288482.71
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
410
248
101692.3
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 :
817.23
187
153067.18
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 :
544.83
479
261137.02
Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or stacked material : All kinds of soil :
681.03
89
61122.44
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)
94.77
5202
493078.83
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
718.65
8021
5764363.52
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
637.8
9412
6003005.49
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.
1356.45
98
134017.26
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)
95.67
10377
992781.94
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
681.57
577
393640.75
Centering and shuttering including strutting, propping etc. and removal of form for: slab Suspended floors, roofs, landings, balconies and access platforms
578.91
718
415773.16
Centering and shuttering including strutting, propping etc. and removal of form for: slab Columns, pillars, piers, abutments, posts and struts.
1166.4
742
866110.32
Centering and shuttering including strutting, propping etc. and removal of form for:Stairs (excluding landings) except spiral staircases.
97.2
851
82731.78
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete
143.7
286
41148.5
Extra for shuttering in circular works(20%)
93.3
57
5343.29
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
552.63
2281
1260659.56
Centering and shuttering including strutting, propping etc. and removal of form for:Extra for arches, domes, vaults exceeding 6 m span
552.63
1118
618310.08
Centering and shuttering including strutting, propping etc. and removal of form for:Chimney and shafts
1082.01
628
680530.19
Extra for shuttering in circular works(20%)
1082.01
125
136106.04
Edges of slabs and breaks in floors and walls Under 20 cm wide
221.82
262
58161.2
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
187575.6
123
23109313.92
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured).Suspended floors, roofs, landings, beams and balconies (plan area to be measured
57.51
293
16902.19
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
1.08
5493
5933.41
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
5259.6
197
1038508.02
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.
290.34
562
163214.63
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)
11616.96
63
731868.48
Finishing walls with water proofing cement paint of required shade on
New work (two or more coats applied @ 3.84 kg/10sqm)
4283.34
98
422979.83
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
144
1530
220406.4
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
144
2295
330573.6
Providing and laying D.I. Specials of Class K-12 suitable for mechanical
jointing as per IS : 9523 Upto 600 mm dia.
15
17971
269574.75
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
6
4453
26723.1
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).150 mm dia class -II
6
6642
39855.3
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
3
60000
180000
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
3
80000
240000
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.
3
14000
42000
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.
577.68
218
126165.31
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
2017.2
279
562879.49
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
800
248
198424
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
6079.68
4000
24321151.87
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.
119247
55
6582434.4
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.
119247
298
35595229.5
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.
1255.3
93
117245.02
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 :
21488.85
256
5519411.12
Providing , laying , jointing and testing S&S Centrifugally cast ductile Iron double chamber Class K-9 pressure pipes conforming to IS 8329:2000 with restrained Joints (bolt less) all complete. 100 mm dia pipe
2650
1870
4957487.5
Providing , laying , jointing and testing S&S Centrifugally cast ductile Iron double chamber Class K-9 pressure pipes conforming to IS 8329:2000 with restrained Joints (bolt less) all complete. 150 mm dia pipe
3770
2590
9767693
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
18
4453
80169.3
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
27
6642
179348.85
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
5
7220
36100
Providing and fixing Check Type Reflux ( Non Return) Valves complete with bolts , nuts, Rubber insertions etc 150 mm dia class-II for PN 1.6 MPA
4
14378
57512
Providing and laying D.I Specials of Clas K-12 suitabl for push on jointing as per IS 923 Up to 600 mm dia
163.35
17102
2793543.29
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.
19339.96
180
3491829.78
Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete. 450 mm dia. R.C.C. pipe
80
2475
198056
Febrication of Manifold at site main 200 mm distribution 150mm
4
117776
471104.64
Febrication of Manifold at site main 200 mm distribution 150mm and 100 mm
1
90232
90232.51
Febrication of Manifold at site main 150 mm distribution 100mm
3
62377
187131.21
Febrication of Manifold at site main 150 mm distribution 80mm
1
55129
55129.58
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
286.54
918
263321.66
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
126.75
1294
164108.3
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.
5569.97
218
1216480.36
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 :
6188.85
479
2966315.81
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)
125.53
5202
653120.04
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)
125.53
1064
133632.96
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)
690
218
150972
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)
3940
299
1178060
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)
4595
403
1855920.5
Providing, & fixing G.I pipes complete G.I fitting excluding teenches and refilling etc (extranal work) Medium ( 50mm dia)
145
805
116826.5
Providing, & fixing G.I pipes complete G.I fitting excluding teenches and refilling etc (extranal work) Medium ( 80mm dia)
930
1151
1070616
Providing, & fixing G.I pipes complete G.I fitting excluding teenches and refilling etc (extranal work) Medium ( 100mm dia)
300
1434
430200
Providing, & fixing G.I pipes complete G.I fitting excluding teenches and refilling etc (extranal work) Medium ( 25mm dia)
1500
339
508875
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
986
9861.5
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
20
1646
32921
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
15
2605
39077.25
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
7
4453
31176.95
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
878.71
280
246873.57
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
376.59
875
329874.01
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes
conforming to IS : 8329 100 mm dia Ductile Iron Class K - 7 Pipes
18705
1379
25804482.75
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes
conforming to IS : 8329 150 mm dia Ductile Iron Class K - 7 Pipes
8905
1934
17228503.5
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
3741
94
354646.8
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
1781
150
267773.35
Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete.450 mm dia. R.C.C. pipe
80
2475
198056
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
173.23
279
48338.1
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
21.34
248
5292.96
Carriage of G.I Pipe by Head Load from dumping place to site of work including cost for loading and unloading. For an av. distance of 500m
9.21
340
3131.49
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
18.44
2075
38265.77
Carriage of surplus Excavated earth and dismantled material up to alead of 05 km ny Mechnical Transport incl. loading unloading and staking
744.42
200
149434.87
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
6
190000
1140000
Providing and installation of Bulk flow meters 100 mm dia
4
100000
400000
Providing and installation of Bulk flow meters 150 mm dia
6
150000
900000
Providing and fixing of House hold connections including cost of G.i Pipes , fitting , inter connection , brass bib cock, brass ferrule, Tee, Bend, union etc incluing earth work in excavation and refilling as required( complete Job
5000
3018
15090000
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 :
20.47
479
9811.27
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)
3.74
5202
19445.84
Supplying at site Angle iron post & strut of required size including bottom
to be split and bent at right angle in opposite direction for 10 cm length
and drilling holes upto 10 mm dia. etc. complete
10868.53
127
1383564.51
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.
1150
181
208840
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
892.69
809
722987.61
Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade.Two or more coats on new work
970.31
131
127935.7
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)
20.47
7275
148924.37
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
31.68
279
8840.68
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)
24.32
5202
126534.53
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)
4.96
5733
28438.66
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.
193.6
562
108832.24
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.
666.6
472
315068.49
Finishing walls with water proofing cement paint of required shade on
New work (two or more coats applied @ 3.84 kg/10sqm)
2164
98
213695
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)
15.4
1725
26568.08
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.
3016.32
265
800229.7
Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
2.72
592
1612.69
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)
0.34
5202
1768.99
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
3329.68
138
460161.78
Providing and fixing bolts including nuts and washers complete
41.88
131
5494.66
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)
1.8
7788
14019.12
Centering and shuttering including strutting, propping etc. and removal of form for:Chimney and shafts
24
628
15094.8
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
180
123
22176
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
2.8
279
781.31
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
0.96
248
238.11
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
7
100000
700000
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.
1400
19500
27300000
Providing and lowering of liner assembly 250 mm dia. After welding upto the
desired length and design approved by the competent authority / Electric Logging
1190
6000
7140000
Providing and lowering of liner assembly 250 mm dia. Slotted. After welding
upto the desired length and design approved by the competent authority.
210
8500
1785000
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.
350
4500
1575000
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,
7
550000
3850000
a) Providing, Installation, Testing & Commissioning of Submersible Pumping Unit as per IS 8034 of reputed make with following specification under Kathua Town-I
Specification:- Pump:-
1. Type :- Mixed Flow .
2. Discharge :- As mentioned in parameters or as per site requirement
3. Totat dynamic head :- As mentioned in parameters or as per site requirement
4. Type of fluid to be handled -Clear Water
5. Impeller:- IS-8034 code
6. Pump casing:- Cast Iron 7.
Efficency:- Not less than 45 % 8.
speed :- 2800-3000 rpm
COUPLING: A suitable coupling arrangement provided with pump set.
Non Return Valve: - Non Return Valve of the suitable size provided above the pump discharge case. MOTOR:-
Speed: compatible with pump speed Working Volatge : 03 phase, 415 ±10% V
Rating - Suitable for above parameters Class of insulation - F/Suitable for above parameters
Submersible motor should be water filled water lubricated squirrel cage type having capacity for above pumping parameters. The motor should be sealed by radial rings to avoid mixing of well water with motor filled water.
b) The job includes providing and fitting of interlocking arrangement against any failure of coupling. It must be fabricated out of MS strips of suitable size and length
c) The job includes providing and fitting of appropriate size MS nipple 2 feet long threaded on one end and welded to same size MS flange of thickness 12mm at other end for 50mm/65mm/80 mm diameter column pipe as per site requirement. The threaded portion should be as per size of pumping out let for proper fixing.
d) Fabrication, providing and fitting of split type MS clamps10 mm thick, 2 ft long and 3 inch wide for lowering and holding of pumping unit fitted. The job includes the cost of required size of nuts and bolts. fitting of 3-Core flat submersible copper cable for Submersible Pumping Unit and other electrical Equipment. The cable connections terminal shall be fitted with copper thimbles of required size.
e) The job includes providing and fitting of R. I. cloth joints/rubber washers with nuts, bolts and washers for all joints of column pipe. The job also includes lowering of pumping unit in the well as per site requirements and Fabrication, providing and fitting of washout Tee with arm length 1.2 feet each. The Tee shall be fabricated out of G.I pipe with M.S Flanges fastened with weld joints on three ends (As per site requirement) and fitted with sluive valve as per site requirement. Then proper testing and commissioning of pumping unit on full load at site.
Note: Providing of third party inspection certificate of RITES/CEIL & Characteristic Curve of pumping equipment is
compulsory and is to be approved from the concerned Engineer in incharge before installing. The Parameters of various Submersible pump set to be installed are mentioned below: (SPS 2500GPH x100-120) Mtr Head)
2
190000
380000
(SPS 8000GPH x (80-100) Mtr Head)
4
260000
1040000
(SPS 8000GPH x (100-130) Mtr Head)
2
285000
570000
(SPS 10000GPH x (90-120) Mtr Head)
8
295000
2360000
(SPS 13000GPH x (100-130) Mtr Head)
4
335000
1340000
(SPS 15000GPH x (120-150) Mtr Head)
16
395000
6320000
Fabrication, providing, fitting and lowering of B Class column pipe conforming to IS: 1239 of length 10 Rft into the production well up to the desired depth; The job includes Providing and welding of flanges conforming to IS: 6392, Table-17 and PN 16 to these pipes and welding of flanges in two layers to make the flanged joint strong and leak proof. The pipe of 10 ft length is to be weld on both sides with flanges using welding rod of reputed make. The job includes all types of skilled labours, arrangement of power supply/ diesel Generator set etc required for the job including P/F of suitable size nuts bolts and R.I Gasket in the flanged joints of column pipes. The job further includes cutting of 2 no. rectangular cable slots in each flange. (100MM DIA)
10
10120
101200
(80MM DIA)
20
6990
139800
(65 MM DIA)
30
5570
167100
Providing and fitting of 3-Core flat submersible copper cable conforming to IS: 694 (Part 1st) – 1964 & IS: 694 (Part 2nd) - 1964 for the operation of above mentioned submersible Pumping Unit and length as per site requirement. The
cable connections terminal shall be fitted with copper thimbles of required size.(16 Sqm)
600
1628
976800
(10 Sqm)
700
1034
723800
(6 Sqm)
200
670
134000
Design , supply , installation , testing and commissioning of automatic power factor correction panel for improvement of power factor as per details given below:
input voltage = 380 ± 15 V
Ambient temp. = 0 ̊c to 50 ̊c Available Power Factor = 0.7 - 0.8
Target power factor = 0.98 lagging Switching time delay
On delay = 1 – 60 seconds
0ff delay = 1- 60 seconds
Control type = Binary/ intelligent CT Ratio programming = To be provided Programming link = To be provided
Auto Scroll = To be provided
Manual operation = To be provided
Display Parameters = PF (input/output), KW, Volt, Amps. Relay contacts = As per requirement
Dimensions = Adequate Bezel / panel Cut out = Adequate System protection = IP 55
Enclosure = Modular CRG Sheet , powder coated MCCB Main protection = As per requirement
MCCB (Individual Protection of capacitors) = As per requirement 3 No.
Power factor correction panel for improvement of power factor Suitable for connected
load upto:-
(up to 50 HP)
12
88550
1062600
(up to 100 HP)
12
126500
1518000
Earthing of the electromechanical equipments: 01 no earth for electrical equipments and 01 no earth for body earth of pumping machinery 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 GI 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. Put about 30 cm layer of powdered charcoal and lime mixture around the earth plate in alternate layers. Providing and fitting of 40 mm dia pipe of 2.5 m length and GI strip of 32mm X 05 mm along with nuts and bolts inside the pit. Providing and fitting of 25 mm dia slotted pipe for putting water inside the pit to maintain moisture. The job also includes the chamber made of brick masosanary with CI cover 45 cm x 45 cm. The job includes the cost of material, labour, transport charges and any other miscellaneous charges.(Note: The distance between the two earth
should not be less than 06 mtrs).
19
40000
760000
Providing and Fitting of 3.5-Core, XLPE, Armored Aluminium Cable of suitable size and length conforming to IS: 7098 part 1st as service line from the HT transformer to voltage stabilizer including necessary thimbling, crimping, taping etc.
-
-
-
(120 sq.mm)
310
2002
620688.2
(150 sq.mm)
150
2343
351450
Fabrication of the 01 nos board made out of angle iron and having a size of 06ft X 04 ft. The angle iron is to be welded at corners properly and flushed in all directions including its grinding or foiling to avoid body scratches. The panel board is to be surmounted with a ply of 06ft X 04 ft X 12mm thickness. The board shall have two legs at the corners and two legs are to be welded/grouted with the wall of the pump room. The job also includes the p/f of 01 no 415 volt, HRC fuse type main switch and 01 no Bus Bar, 03 no RYB phase indicator, voltmeter and ampere meter along with CT on board of reputed make conforming to IS standard of required specification for below mentioned connected load. The job also includes the P/F of cables of required size and length as per site for the connection of power supply of reputed make and conforming to IS standards with proper thimbling. The job includes the cost of material, fixation, transport and labour charges.
-(up to 50 HP) Load
7
78000
546000
(up to 50 HP)
5
110000
550000
(up to 100 HP)
7
140000
980000
Providing, Installation and testing commissioning of motorized chain hoist as per site requirement with hook suspension having following features and characteristics:-
Make - Reputed make
Capacity - As mentioned below in or as per requirement Hoisting speed - 2.4 M/Min
Hoist motor H.P - as per requirement Min. Height of lift - 6 M
Motor: The basic drive of the hoist be provided with 3 phase squired cage totally enclosed induction motor having a high starting torque with class “F” insulation. The make of the motor be NGEF / SEIMNS / GEC/ Crompton and conform to IS : 325 (RPM-1500)
Brake: The hoist shall have instant action, Fail to safe electromagnetic disc brake mounted on the end of the motor to ensure minimum safety and reliability when the load is held in its position as soon as the supply to the motor is switched off internally or accidentally. The adjustment & maintenance of break shall be quick and simple.
Gears: The hoist shall have precision cut super and helical gears made of alloy steel mounted on bearings and housed in a dust proof gear box. The lubrication of gears is of high viscosity and temperature for longer life of gears.
Load Chain: The load chain is made of high tensile alloy steel having wear resistance and greatest mobility. The chain should be accurately collaborated, tested and have adequate in built factor of safety for safer operation.
Load chain wheel: Specially designed, perfectly machined wheel providing correct grip of load chain made of malleable cast iron makes the hoist most safe and reliable against any failure.
Lifting Hook: The lifting hook shall be forged with provision for free swivelling.
Limit Switch: The limit switch shall have snap action, shunt type prevent over hoisting or over lowering to ensure maximum safety of operation.
Control: The unit shall be controlled by heavy duty air break direction reversing type contractors and electrically inter – locked for safety. Contactors relay, fuses, low voltage transformer be fitted for control voltage and are to be housed in fabricated / pressed sheet steel box dust proof.
Push button pendent: The contactors shall be operated by a pendent push button station suspended from hoist by a rope / dog chain to prevent any damage to the pendent cable and for easy operation.
Test: The hoist supplied is to be tested at 25% overload and the test certificate of the same be provided at the time of installation. The complete unit as specified above is required to be fitted / tested at site.
Besides the above works the job Includes Providing and fitting 3-Core 6 sq. mm ,50 m submersible cable for providing power supply to motor of chain Hoist including P/F protection device of suitable capacity.
The capacity of motorized chain hoist to be installed are mentioned below: (5.00 M.T Capacity)
23
440000
10120000
(3.00 M.T Capacity)
2
330000
660000
Electrification of the pump room by way of providing and fitting main control unit, 03 No. Lighting points inside the pump room along with 9 watt LED bulbs and 03 Nos. outside the pump room with Providing and fitting of 50 Watt LED lights and 1 no fan. The job also includes Providing and fitting of 02 Nos. 06 amp sockets and 02 Nos. 16 amp sockets and switches inside the pump room. Providing and fitting of main control unit with MCBs. along with allied works (all material should be of reputed make conforming to IS standard) The job includes lying of cable and batten of appropriate size required to cover all the points. The job includes proper thimbling and providing insulation using insulation tape on each end. The job includes the cost of material, fixation, labour and transport charges
24
25000
600000
Providing, laying & fixing with adhesive/bonding material of insulation rubber mats on the floor of the pump house, covering area around electro-mechanical machinery for safeguarding the life & limb of the workmen due to possible leakage of current & short circuit. The floor surface shall be made good & shall be free from dust, grease, foreign material & moisture free. The mats shall be as per IS 15652:2006 & shall have the following specifications: -
Composition: Rubber (synthetic mats for electrical purpose) Thickness: - 2.5mm Size: - 3M long.
The rubber mats shall be accepted with manufacturers test certificate.
24
9000
216000
Design, fabrication, installation, testing and commissioning of LT control panel for the operation of H.C. induction Motor and Submersible motor of below mentioned pumping machinery. The LT panel shall be dust and vermin proof fabricated out of SWG CR sheet supported on MS angle of Suitable size and provision for fixing it on the ground with the help of foundation Bolts/ wall Mounted as per site requirement. The panels should be sturdy enough for vibration free operation and should be equipped with suitable locking/ sealing arrangement for each box. The structure should be provided with the suitable entry and exit holes for incoming and outgoing cables. The Panel should be given two coats of anti-rust primer and two coats of enamel paint for smooth and even finish.
Incoming Feeder: The incoming feeder for the operation induction/submersible motor must be equipped with a suitable capacity MCCB of Suitable breaking capacity. There must be Al./copper bus bars for all the three phases from the outgoing of the MCCB to all the three contactor. The panel must be fitted with 01 No. Volt 0-500 and 01 no ampere meter of suitable range with proper CT ratio showing voltage and current of all the three phases and RYB phase indicator lamps.
Outgoing Feeders: The outgoing feeders for the operation of induction motor/submersible motor must be fitted with following items:
1 Aiir break contactors. of suitable rating for each motor of reputed make conforming to IS code. as per site requirement.
1. Star-Delta timer for each motor
2. Motor Protection relays having all the features such as Overload, short circuit, under current, phase unbalance, Phase sequence, Phase Loss, Earth fault, Dry running, Prolonged Starting/ Stalled rotor. The relay is be fitted on the door and it must be accessible by keeping the door of the panel closed.for each
3. Single Phase preventer.for each
4. 02 No. indicator lamps for ON and TRIP indication.for each 5. 02 No. Push Buttons for ON/OFF.for each
6. 10 amp MCBs for protection of the control wiring.
7. Auto start with on delay timer.for each
8. Level controler sensor for auto ON/OFF of motors as per site requirement.
9. Volt meter and Ampere meter for each with proper CT ratio
10. Fault Display Indicator with Proper Layout,
11 Auto Phase Correction
The cabling of the Control panel must be done with the suitable rating multi strand copper cable to withstand the full load of running motors. The internal control wiring should be done with flexible PVC LT cable with proper thimbling at each end. The job also includes the P/F of cables of required size and lenght as per site for the connection of power supply to LT panel of reputed make and conforming to IS standards. The capacity of various LT panel to be installed are mentioned below or as per site requirements. (Note: Panel should be of outdoor type conforming to all standard as per IS code, if Panel have to install out side the pump room and Level controler will be install where Sump/ OHT are with in satation or as per site requirement.) (up to 20 HP)
2
107150
214300
(up to 50HP)
28
214290
6000120
(up to 70HP)
12
275515
3306180
Fabrication of gantry mechanism by way of fabrication and erection of M.S./ G.I. Pipe Gantry for extrection and lowering of submersible pump set along with column pipe. The job includes fabrication of 02 nos vertical members of M.S/ G.I Pipe 6" dia medium class each of height 15 ft. embedded in cement concrete block of 3'x3'x3' from bottom of the vertical column pipe 02 nos. It includes earth work for excavation of foundation of size 3'x3'x3' of cement concrete block for embedding of foot of vertical column. cast of cement concrete block in 1:2:4 mix of size 3'x3'x4'(1'AGL). Providing and embedding of 04 nos foundation blots of size 2'x16mm in eachblock. the job also includes providing and fitting of 02 nos MS plates 8 mm thick of size 2'x2' welding of 04 nos ribs at base of the column pipes and 02 nos MS plates 8 mm thick of size 1'x1' at the top of column pipes, welding of 04 nos ribs at the base of the vertical column pipes for strengthening of vertical column pipe, placing/welding of horizontal 4"dia-8ft pipe above the column vertical pipes. the job also includes providing and welding of main cross member made out of 4" dia M.S/G.I pipe-1.5 mtrs medium class on top. Making og one number MS steel ladder on side of vertical pipe fabricated out of MS angles (1.5' Length) of suitable size and shall be welded properly at an equidistant of 1 ft each from bottom to top of MS Column pipe. The job includes painting of pupes by way of making surface
smooth emert paper and initially giving one coat of red oxide and finally two coats of black enamel paint for smooth finish.
8
125000
1000000
Providing and fitting of 01 No. angle iron/sheet metal board duly painted showing various specifications of the mechanical
and electrical equipment to be installed at site of appropriate size as per site requirement.
24
10000
240000
Fabrication of 2’ x 6’ angle iron bench by way of providing and fitting of Structural steel 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
24
5500
132000
Providing, fitting, testing and commissioning of voltage stabilizer as per below specifications:
Type of voltage controller: Manually operated copper wound, 3-phase, AC power supply multi step.
Type of Regulator : Double plate type with electrolytic copper contacts. Change over Switch: :
Qty. : 1No.
Make : reputed make
Rating : Suitable capicity
Type :Front operated, on load, 4 pole, 400 +15%V, 50 + 3%Hz. Input voltage :2 50-460 volts.(3 phase)
Output voltage : 4 00 ±10% volts.
Frequency : 50 ±3 C/S.
Windings : Electrolytic grade copper of adequate section, vacuum impregnated and Oven-dried. Insulation : Fibre glass insulations to tested parameters.
Cooling :Naturally, Oil cooled
Temp. Rise (Max): 3 0°C above ambient Mounting : O n Uni-directional wheels. Correction rate : 3 0 volts per step
Wave form distortion : v irtually nil Duty cycle : 100% continuous.
Enclosure : MS sheet enclosure in pressed CGR Sheet powder coated with radiators. Core laminates : High grade, low eddy loss, grain oriented silicon steel laminations. Load : Three phase induction motor load.
Load Amperes (continuous)
Overload in 24-hours operation: 10% above continuous Ampere rating.
The voltage stabilizer shall have T-oil level indicator gauge preferably glass type tube or otherwise visible to naked eye. The top of the container to have a display panel for housing 02 numbers Digital voltmeters (0-500V) along with 4-way selector switch and set of neon indicators for incoming and outgoing phases (06 No’s).
Insulating media (T. Oil) of 11 KVA grade to be provided and filled up to top level, with dielectric strength of 5 KV at 4m air gap. The T-Oil of specific grade should be provided in separate barrels and filled at site up to top level. The voltage Stabilizer shall be accepted with manufacturers dully stamped test certificate and shall have name plate with specifications.
The job also include P/F of Copper cable of reputed make conforming to IS code
and suitable capacity of required length as per site requirement for connection of power supply to voltage stabilizer (63 KVA)
3
300000
900000
( 100 KVA)
10
368500
3685000
( 150 KVA)
4
429000
1716000
( 250 KVA)
2
528000
1056000
Operation and Maintenace Cost of scheme for 5 years (after completion of Defect Liability period) complete in all repects by way of operation and 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.
-
-
-
Ist YEAR
1
3990666
3990666
2nd YEAR
1
5475666
5475666
3rd YEAR
1
6960666
6960666
4th YEAR
1
8445667
8445667
5th YEAR
1
9930667
9930667
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