Public Works Department Tender
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Costs
EMD
₹ 2,23,450Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_48379_1Bid Award Id
ViewTender No
17/SE/PWD(DWS)/C/AMB/2023-24 (2nd Call)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Supplying and filling in plinth, under floor, foundations etc.
with sand (fine) from local quarry with all lifts including
spreading in horizontal layers, watering, grading to
required slope, ramming, consolidating and compacting
each layer by using
3.7
4356
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-
-
-
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
3.7
34394
9295.7
First class brick work in foundation and plinth including cost of all materials as required complete:-
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
2.1
20675
9845.2
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
8.52
119854
14075.6
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
1.71
26985
15780.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
1227
127485
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
151.46
50572
333.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
37.5
18728
499.4
ii)Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
20.64
12910
625.5
6 mm cement plaster of mix Cement mortar 1:3 (1 cement : 3 fine sand)
219.56
40772
185.7
Neat cement punning.complete.
219.56
12471
56.8
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift
upto 1.5 m.
-All kinds of soil
35.99
5805
161.3
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sqm on plan)
including dressing of sides and ramming of bottoms, lift
upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead
of 50 m All kinds of Soil
For 1 No Gate
6.75
1563
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.45
530
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
0.45
4183
9295.7
Providing and laying in position specified grade of
reinforced cement concrete excluding the cost of
centring, shuttering, finishing and reinforcement-
-All work upto plinth level
-
-
-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone
aggregate 20 mm nominal size)
1.4
16843
12073.8
Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all
complete upto plinth level
178.1
18505
103.9
Reinforced cement concrete work in walls (any
thickness), including attached pilasters, buttresses,
plinth and skirting courses, fillets, columns, pillars,
piers, abutments, posts and struts etc. upto floor five
level excluding cost of centring, shuttering, finishing
and reinforcement
-
-
-
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone
aggregate 20 mm nominal size)
0.36
4790
13305.8
Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all
complete above plinth level.
102
10598
103.9
Providing and fixing 1.8 metres high GI barbed wire
fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6
mm placed every 3 metres center to center founded in
M15 grade cement concrete, 0.6 metre below ground
level, every 15th post, last but one end post and corner
post shall be strutted on both sides and end post on one
side only and provided with 12 horizontal lines and 2
diagonals interwoven with horizontal wires, fixed with GI
staples, turn buckles etc complete as per MoRT&H
Technical Specification clause 807. G.I barbed wire fencing 1.8 m high
200
131940
659.7
Centering shuttering including struttings, propping etc. and removal of form work for: Columns, piers, abutments, pillaras, posts and struts with wooden plank.
8.4
4788
570
12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand)
6
1345
224.2
Neat cement punning.
1.2
68
56.8
Applying one coat of water thinnable cement primer of
approved brand and manufacturer on wall surface
complete. Water thinnable cement primer
4.1
197
48.1
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture
[Payment shall be made after submission of Test
Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm)
4.8
376
78.3
Steel work welded in built up section/framed work
including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer using
steel etc. complete as required:- In grating, frames, guard bar, railing, brackets, gates and
similar works, all complete.
206.02
29317
142.3
Distempering with dry distemper of approved brand and
manufacture (two or more coats) of required shade on
new work, over and including water thinnable priming
coat to give an even shade. [Payment shall be made after
submission of Test Certificate issued by the
Manufacturer]
12
1139
94.9
Colour washing such as green, blue or buff with whiting
to give an even shade: New work (two or more coats) with a base coat of whiting
12
372
31
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift
upto 1.5 m.
-All kinds of soi
4.5
726
161.3
First class brick work in foundation and plinth
including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.03
10141
9845.2
Half brick masonry work with the first class brick work in superstructure a upto floor-five level including cost of all
materials as required complete:-
-
-
-
i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
6
9201
1533.5
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.68
10731
15780.9
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains
(not exceeding 1.5 m in width or 10 sqm on plan) including
dressing of sides and ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil and disposal of
surplus excavated soil as directed, within a lead of 50 m.
15.31
3547
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1.97
2324
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
1.65
15329
9295.7
First class brick work in foundation and plinth
including cost of all materials as required complete: In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.86
57713
9845.2
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete: In cement mortar 1:4 ( 1 cement : 4 fine sand ).
0.65
7360
11410.19
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete: In cement mortar 1:4 ( 1 cement : 4 fine sand ).
12.36
18946
1533.5
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 40 mm thick with 20 mm well burnt brick aggregate.
5.25
3136
597.4
12 mm cement plaster of mix: In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
33.27
7459
224.2
15 mm cement plaster on the rough side of single or half
brick wall of mix.cement mortar 1:4 (1 cement : 4 fine sand)
34.4
8965
260.6
Neat cement punning
25.4
1443
56.8
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level: ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size
0.04
433
11693.5
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
0.84
11118
13204.3
Centering shuttering including struttings, propping etc. and removal of form work for: platform with 12 mm thick shuttering ply
-
-
-
Suspended floors, roofs, landings, balconies and access
7.86
5734
729.5
intels, beams, plinth beams, girders, bressumers and
cantilevers with wooden plank
0.63
246
391
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
120
12468
103.9
6 mm cement plaster Cement mortar 1:4 (1 cement : 4 fine sand)
10.06
1773
176.2
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : Karai wood
0.03
3461
111635.8
Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. a) Local Teak wood. 35 mm thick shutters
1.28
2935
2293.1
Providing and fixing water closet squatting pan (Indian
type W.C. pan ) with 100mm sand cast Iron P or S trap, 10
litre low level white P.V.C. flushing cistern with
manually controlled device (handle lever) conforming
to IS : 7231, with all fittings and fixtures complete
including cutting and making good the walls and floors
wherever required :White Vitreous china Orrisa pattern W.C. pan of size
580x440 mm with integral type foot rests.
1
5680
5680.1
Constructing soak pit 1.20 x 1.20 x 1.20 m filled
with brickbats including S.W. drain pipe 100 mm
diameter and 1.20 m long complete as per
standard design
1
7229
7228.8
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
ii). 110 mm OD
(for vent pipe and outlet of S/T)
8
2977
372.1
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
ii). 110 mm OD
2
713
356.4
Colour washing such as green, blue or buff with whiting
to give an even shade: New work (two or more coats) with a base coat of whiting
21.93
680
31
Painting with synthetic enamel paint of approved brand
and manufacture to give an even shade [Payment shall be
made after submission of Test Certificate issued by the
Manufacturer]: Two or more coats on new work
2.43
260
106.9
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete in/c earth work as per specification and direction of the Engineer - in charge (cost of earth work and fittings will be paid separately).
-
-
-
i. 15 mm dia
10
573
57.3
ii. 20 mm dia
50
3295
65.9
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
2
262
131
ii) 20 mm dia
2
297
148.5
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge
-
-
-
iii). 15 mm dia 225 mm long
2
149
74.6
Providing and fixing CI bib cock of approved quality : 15 mm nominal bore
1
110
110.4
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
1
119
119.4
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift
upto 1.5 m.
-All kinds of soil
10.2
1645
161.3
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.
500
6050
12.1
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in
depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds os soil
33.17
5967
179.9
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to
required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable
method complete.
1.37
1618
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
1.37
12772
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level: 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
3.79
53347
14075.6
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate
20 mm nominal size)
2.14
33834
15780.9
Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth an d skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
12.64
195870
15502.2
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.3
1770
333.9
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
99.14
49183
496.1
c) Suspended floors, roofs, landings, balconies and access platform with timber planks
22.33
12885
577.1
A) Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
480
49872
103.9
B) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1870
194293
103.9
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.28
1955
1533.5
6 mm cement plaster of cement mortar 1:3 ( 1 cement : 3 fine sand ).
67.43
12521
185.7
Neat cement punning.(Quantity same as item no- 10)
67.43
3830
56.8
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on
new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after
submission of Test Certificate issued by the Manufacturer]
50.83
4824
94.9
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing,
balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as
required:
327.07
56582
173
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:-In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
12
1708
142.3
Providing and laying S&S centrifugally cast(spun) Ductile iron Class K-7 pipes conforming to IS:8329 as per CPWD specification and direction of the Engineer-In-Charge. A). External work
-
-
-
ii) 150 mm dia Ducctile Iron K-7 pipes
18
46836
2602
Providing and fixing C.I. sluice valves ( with cap ) completewith bolts, nuts, rubber insertions etc. ( the tail pieces if
required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i. 150 mm dia. A) PN- 1.6
1
8239
8238.6
Charge of cutting of DI pipe with streel sawby manual means as per chapter 20 of CPWD
-
-
-
ii) 150 mm dia
3
556
185.2
Constructing masonry Chamber 90x90x100 cm,inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm
deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : A). With Second Class bricks
1
20433
20432.9
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
123.12
22149
179.9
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-
-
-
2/3 of qty in Item-1
82.08
13240
161.3
Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
8.2
9654
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
8.2
76225
9295.7
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
-
-
-
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
48.83
756972
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
i) 1:1:2 ( 1 Cement: 1fine sand : 2 graded stone aggregate 20 mm nominal size)
0.81
12783
15780.9
Reinforcement for R.C.C. work including straightening,cutting, bending,placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
5960
619244
103.9
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size).
1.04
17632
16954
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
0.08
1126
14075.6
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
i) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
13.92
5585
401.2
ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
347.71
172499
496.1
iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
13.82
10082
729.5
12 mm cement plaster of mix Cement mortar 1 : 4 (1 cement : 4 fine sand)
396.3
88850
224.2
Neat cement punning.
396.3
22510
56.8
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:- In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
187.96
26747
142.3
Providing and fixing hand rail using structural steel etc.of approved size by welding etc. to steel ladder railing,balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-
-
-
-
G.I.pipes.
447.64
77442
173
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. A. D.I. all socketted Bend 90 degree
-
-
-
ii. 100 mm dia
4
8669
2167.3
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii. 100mm dia
20
1976
98.8
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 ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 100 mm dia.
A. PN - 1.6
2
11122
5561.1
ii). 150 PN - 1.6
2
16477
8238.6
Providing and fixing G.I. pipes of Medium Class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. External work.
-
-
-
i) 100 mm dia nominal bore
24
35194
1466.4
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
ix. 100 x 100 x 100 mm dia
1
1225
1225.1
Providing, fixing and laying ASTM-D 1785 PVC pipe SCH-80 in the filter bed includin testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 100 mm dia
110
116719
1061.08
Labour charge for making 10 mm dia perforation in 90/110/140/200 mm dia UPC/ASTM pipes in staggeed manner @ 20 nos nos/ meter as per direction of Engineer-in-charge.
110
6246
56.78
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
vi. 110 x 110 mm dia
25
14510
580.4
Providing and placing selected sand from Local quarry ( Manu Area ) incuding spreading at site as per specification and the direction of the Engineer - in - charge..
50
105400
2108
Providing and placing filter gravel having effective size of 3.00 mm to 25 mm and uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, west bengal as per specification and the direction of engineer-in-charge.
27.1
759838
28038.3
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in
depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds os soil
64.18
11546
179.9
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to
required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable
method complete.
4.58
5386
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
4.53
42110
9295.7
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate
20 mm nominal size)
11.61
163418
14075.6
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement.
6.32
99735
15780.9
Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth an d skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
13.71
212535
15502.2
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
7.83
2614
333.9
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
134.34
66646
496.1
c) Suspended floors, roofs, landings, balconies and access platform with timber planks
32.06
18502
577.1
d) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
13.31
5204
391
A) Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1884
195748
103.9
B) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
2400
249360
103.9
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
4.1
6280
1533.5
6 mm cement plaster of mix cement mortar 1:3 ( 1 cement : 3 fine sand )
239.2
44419
185.7
Neat cement punning.(Quantity same as item no- 10)
239.2
13587
56.8
Providing and laying S&S centrifugally cast(spun) Ductile iron Class K-7 pipes conforming to IS:8329 as per CPWD specification and direction of the Engineer-In-Charge. A). External work
-
-
-
ii) 150 mm dia Ducctile Iron K-7 pipes
18
46836
2602
Providing and fixing C.I. sluice valves ( with cap ) completewith bolts, nuts, rubber insertions etc. ( the tail pieces if
required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii) 150 mm dia
1
8239
8238.6
Charges for cutting DI pipe with steel swa by manual means as per chapter 20 of CPWD specification and direction of the engineer-incharge i) 150 mm dia
5
926
185.2
Constructing masonry Chamber 90x90x100 cm,inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm
deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : A). With Second Class bricks
1
20433
20432.9
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work a). In all kinds of soil B). For G.I. / C.I. / D.I. pipes in new work a). In all kinds of soil
-
-
-
i. For pipes not exceeding 90 mm dia
2500
219000
87.6
ii) For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
2000
212800
106.4
i). For pipes exceeding 90 mm dia but not exceeding 300 mm dia
120
16056
133.8
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1000 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work a). In all kinds of soil
-
-
-
i. For pipes not exceeding 40 mm dia
200
7840
39.2
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A) Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
v) 90 mm OD
2000
542800
271.4
ii) 110 mm OD
2000
744200
372.1
iv) 40 mm OD
200
17960
89.8
v) 50 mm OD
500
56400
112.8
Providing and laying of flexible PVC pipe (conforming to
IS:7634) complete including earth work as per specification
and direction of the Engineer - in - charge (cost of fittings will
be paid separately).
-
-
-
i) 15 mm dia
600
34380
57.3
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
v) 90 mm OD
20
5974
298.7
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
v) 90 mm OD
5
744
148.7
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge
-
-
-
v) 90 x 90 mm dia
8
2818
352.2
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
iv) 90 x 75 mm dia
10
2755
275.5
Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
100 mm dia Ductile Iron Class K-7 pipes.
120
223332
1861.1
Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. 100 mm dia
20
1874
93.7
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. 100 mm dia
10
988
98.8
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
iii) 100 mm dia
3
6502
2167.3
iii) 100 mm dia
2
4161
2080.7
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 ) as per CPWD specification and direction of the Engineer - in – charge A. PN-1.6
-
-
-
i) 65 mm dia.{P.N-1.0}
1
3891
3891.3
ii) 50 mm dia.{P.N-1.0}
1
3645
3645.1
iii) 80 mm dia{P.N-1.6}
2
8639
4319.7
Vi) 100 mm dia.{P.N-1.6}
2
11122
5561.1
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
-
-
-
i) 100 mm dia.
1
10317
10317.2
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.
-
-
-
i) 100 mm nominal bore
1
7505
7504.9
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works
-
-
-
i) 15 mm dia. Nominal bore
60
15240
254
iii) 40 mm dia nominal bore
12
6589
549.1
iv) 50 mm dia nominal bore
12
7847
653.9
v) 65 mm dia nominal bore (for Distribution in main pipeline)
600
498000
830
vi) 80 mm dia nominal bore (for distribution in main pipe line + raw water collection from weir)
804
821608
1021.9
vi) 100 mm dia nominal bore (for distribution)
300
439920
1466.4
Providing and fixing G.I Flange 10 mm wall thickness by welding with M.S pipe and placing position as per direction of the Engineer-in-charge.A. External works
-
-
-
v) 65 mm dia nominal bore
200
77120
385.6
vi) 80 mm dia nominal bore
268
118027
440.4
vi) 100 mm dia nominal bore
100
49530
495.3
Providing and fixing C. I. Bib cock ( long handle ) as per
CPWD specification and direction of the Engineer - in -
charge
-
-
-
a) 15 mm nominal bore
76
8390
110.4
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
i) 15 mm Nominal bore
76
9956
131
ii) 32 mm Nominal bore
5
1936
387.1
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
i) 15 mm Nominal bore
76
5974
78.6
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
a) 10 mm nominal bore.
76
27238
358.4
Providing & fixing UPVC Service Saddle as per CPWD Specification and direction of the Engineer-in-charge.
-
-
-
a) 90 mm dia with 15 mm dia opening
30
13431
447.7
b) 110 mm dia with 15 mm dia opening
46
24297
528.2
Providing and fixing G.I. Nipple of medium class as per
CPWD specification and direction of the Engineer - in -
charge.
-
-
-
15 mm dia 150 mm long
76
5214
68.6
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
9.72
91567
9420.5
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more charge.
478.55
49721
103.9
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil
90
16191
179.9
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
8.68
2010
231.6
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
5.79
934
161.3
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting
each layer by using plate compactor or by any suitable method complete.
L/W -1 X 2 X 4.72 X .60 X 0.10 = 0.56 cum S/W- 1 X 2 X 2.52 X .60 X 0.10 = 0.30cum
Total = 0.86 cum
0.86
1012
1177.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
-
-
-
1:3:6 ( 1 Cement: 3 fine sand : 6 well graded brick 40 mm nominal size)
0.86
7994
9295.7
First class brick work in foundation and plinth
including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand )
4.82
47454
9845.2
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In cement mortar 1:4 (1 cement : 4 fine sand ).
1.54
17572
11410.19
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
9
8049
894.3
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.53
6339
12073.8
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.58
7893
13584.5
A) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
60
6234
103.9
B)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
70
7273
103.9
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.4
1803
333.9
c) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
2.12
1208
570
d) Weather shade, Chajjas, corbels etc., including edges
2.25
1195
531.3
Half brick masonry work with first class bricks in
superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
28.75
44088
1533.5
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
36.73
8235
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
54.07
14091
260.6
6 mm cement plaster of mix :
a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
5.44
959
176.2
Neat cement punning.
17.86
1014
56.8
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. all complete as per direction of Engineer-in-charge. i) 40 mm thick with 20 mm brick aggregate
14.63
8740
597.4
Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
9.48
985
103.9
Providing 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 as required.
12
1286
107.2
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
Fixed to steel windows by welding.
100
16150
161.5
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, & with cleats with
bolts & nuts, rivets, locking arrangement, handles, hooks
& eyes, pinlets including embedding in cement concrete
of required grade for fixing in position, all necessary
fittings, including applying a priming coat of approved
steel primer etc. complete as required:-
Using M.S. angels 40x40x6 mm for diagonal braces
4.92
23182
4711.7
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
9.12.1) Hot finished welded type tubes
165
24123
146.2
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. Water thinnable cement primer
49.28
2370
48.1
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
50.51
8127
160.9
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] Two Coats
36.73
2373
64.6
Providing corrugated G.S. sheet roofing including
vertical/curved surface fixed with polymer coated J
or L hooks, bolts and nuts 8 mm diameter with
bitumen and G.I. limpet washers or with G.I. limpet
washers filled with white lead and including a coat
of approved steel primer and two coats of approved
paint on overlapping of sheets complete (up to any
pitch in horizontal/ vertical or curved surfaces)
excluding the cost of purlins, rafters and trusses and
including cutting to size and shape wherever required
etc. complete as per direction of Engineer-in-charge.0.63mm thick with zinc coating not less than 275gm/m2
24.08
20706
859.9
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge..
1
9372
9372.4
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.
i) 10 sqmm
30
8097
269.9
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
ii) 25 HP/18.5 kw Relay range within 13-21 + 10%
1
17527
17526.7
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.
i) 63 amps
1
6124
6123.6
Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.
Iv) 63-80 Amps
1
5263
5263
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1135
1135.3
Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.
1
1965
1964.8
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
1
268
267.5
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i). 5-15 kVAr 440 V
1
749
749
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.
ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe
1
23656
23655.9
Providing & installation of necessary arrangement of disinfection of clear water by clorination through metering pump in/c all necessary equitments complete as per specification and direction of the Engineer-in-charge(1 no. metering pumpwith motor 0.3 to 30 Iph capacity of swellore/milton ray/toscon jesco make 1 no. 50 ltr. capacity SS solution tank of 5 mm shell thickness with 6 mm bottom plate, 1 no DOL Motor starter of L & T /BCH make 3 phase,50 hz,415 volt,10 meter PP-R pipe PN-16,50 mm dia N8,4 kg of sodium hypochloridesolution etc. complete.
1
56680
56680
Providing and installation of Submerssible pumps with suitable motor of 430 lpm/5500 GPH,Discharge head 130 mtr.3 phase 415V + 6 % -15 % ,25 HP /18.5 KW (Havells/Kiroloskar/KSB upto the required depth complete with rubber washer nuts and bolts etc. as per required size and making necessary electrical connection with main switch/starter with motor in/c commissioning and trial run as per direction of the Engineer-in-charge.(Pump Motor set with cable will be arranged by the agency and required GI Column pipe of medium class for column assembly will be paid separately.(for boosting water from immediate storage tank)
1
145320
145320
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