Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 1,91,35,909
Costs
EMD
₹ 4,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KMC_778682_1Bid Award Id
ViewTender No
KMC/DG(S_D)/24-25/AMRUT/IN/01Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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BOQ Items
... More
BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
2. Earth work in excavation of foundation trenches or drains, in all
sorts of soil (including mixed soil but excluding laterite or sandstone)
including removing, spreading or stacking the spoils within a lead of
75 m. as directed. The item includes necessary trimming the sides of
trenches levelling, dressing and ramming the bottom, bailing out
water as required complete. (a) Depth of excavation not exceeding
1,500 mm.
16
11927
190887.16
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BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
2. Earth work in excavation of foundation trenches or drains, in all
sorts of soil (including mixed soil but excluding laterite or sandstone)
including removing, spreading or stacking the spoils within a lead of
75 m. as directed. The item includes necessary trimming the sides of
trenches levelling, dressing and ramming the bottom, bailing out
water as required complete (b) Depth of excavation for additional
depth beyond 1,500 mm. and upto 3,000 mm. but not requiring
shoring
10.37
19238
199586.07
... More
BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
2. Earth work in excavation of foundation trenches or drains, in all
sorts of soil (including mixed soil but excluding laterite or sandstone)
including removing, spreading or stacking the spoils within a lead of
75 m. as directed. The item includes necessary trimming the sides of
trenches levelling, dressing and ramming the bottom, bailing out
water as required complete (c)Depth of excavation for additional
depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as
necessary.
0.12
23470
2816.4
... More
HHire and labour charges for shoring work (including necessary close
plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc)
complete as per direction of the Engineer-in-charge for excavation
works (vertical surface are in contact with supported earth is to be
measured.) (This item should be executed on specific direction of the
Enginner in charg(e).With 5.0 cm. thick timber planks. For depth upto
6.00 M below G.L. a) Beyond 1.0 M. upto 2.0 M trench width .
3515.93
727
2556080.3
... More
Hire and labour charges for shoring work (including necessary close
plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc)
complete as per direction of the Engineer-in-charge for excavation
works (vertical surface are in contact with supported earth is to be
measured.) (This item should be executed on specific direction of the
Enginner in charg(e).With 5.0 cm. thick timber planks. For depth upto
6.00 M below G.L b) Beyond 2.0 M. and upto 4.0 M. trench width
557.2
754
420128.8
... More
BUILDING WORKS(P) SOLING, EDGING AND
METALLING??(1)Brick soling with picked jhama bricks including
preparation of bed as necessary with brick joints properly filled in and
packed with powdered earth and including necessary cushion of
similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(a) Single brick flat
soling (thickness 75 mm.)
2508.98
339
850542.53
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BUILDING WORKS ( C ) Brickworks,Concrete Works etc B.
CONCRETE WORKS 1. Cement concrete with graded jhama khoa
(30 mm size) excluding shuttering In ground floor and foundation (a)
1:3:6 proportion
164.43
4572
751771.67
... More
BUILDING WORKS ( C ) Brickworks,Concrete Works etc B.
CONCRETE WORKS 1. Cement concrete with graded jhama khoa
(30 mm size) excluding shuttering In ground floor and foundation (b)
1:4:8 proportion
72.6
4373
317479.8
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Construction of manhole with chamber of size as given below as per
requirement without shaft with cement brick work (1:4) over 150mm.
thick jhama cement conc. (1:4:8) bed over a layer of brick flat soling
including providing 150mm. thick R.C.C. slab with ordinary cement
concrete (mix 1:1.5:3) with reinforcement as per standard drawing
over the chamber chamber, brick on edge flooring with ordinary
cement concrete (mix 1:2:4) in the invert with 20mm. thick cement
plastering (1:4) finished fine with neat cement 1.50 mm. thick in the
inside walls and invert, including supplying, fitting and fixing R.C.P.C.
manhole cover & frame (35 M.T. load bearing capacity) with ordinary
cement concrete (mix 1:2:4) & C.I. steps (4kg. Each) including
cutting hard crust, excavation, dewatering, back filling and removal of
spoils but excluding shoring complete as per standard drawing .
(Depth of invert shall be between 1.25 m. and 1.80 m. below G.L.) i)
Average depth of invert 1.25 m. below G.L with 250 mm. thick brick
work a) 150 mm to 400 mm dia having internal size
(1500mmx750mm)
11
26898
295878
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Construction of manhole with chamber of size as given below as per
requirement without shaft with cement brick work (1:4) over 150mm.
thick jhama cement conc. (1:4:8) bed over a layer of brick flat soling
including providing 150mm. thick R.C.C. slab with ordinary cement
concrete (mix 1:1.5:3) with reinforcement as per standard drawing
over the chamber chamber, brick on edge flooring with ordinary
cement concrete (mix 1:2:4) in the invert with 20mm. thick cement
plastering (1:4) finished fine with neat cement 1.50 mm. thick in the
inside walls and invert, including supplying, fitting and fixing R.C.P.C.
manhole cover & frame (35 M.T. load bearing capacity) with ordinary
cement concrete (mix 1:2:4) & C.I. steps (4kg. Each) including
cutting hard crust, excavation, dewatering, back filling and removal of
spoils but excluding shoring complete as per standard drawing .
(Depth of invert shall be between 1.25 m. and 1.80 m. below G.L.) ii)
Addition to rate of manhole chamber without shaft as per above
item for each addition in depth of 150 mm. or part thereof. With 250
mm. thick brick work a) 150 mm to 400 mm dia having internal size
(1500mmx750mm)
31
3228
100068
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CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS
GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM.
(INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT
BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT
CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING
INCLUDING PROVIDING 150MM. THICK R.C.C.SLAB WITH ORDINARY CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS
PER STANDARD DRAWING OVER THE CHAMBER,
BRICK-ON-EDGE FLOORING WITH ORDINARY CEMENT
CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK
CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5MM. THICK
NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING
SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME
(35 M.T.LOAD BEARING CAPACITY) WITH ORDINARY CEMENT
CONCRETE (MIX 1:2:4) AND C.I.STEPS (4 KG. EACH) INCLUDING
CUTTING HARD CRUST, EXCAVATION, DE-WATERING, BACK
FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING
COMPLETE AS PER STANDARD DRAWING.(DEPTH OF INVERT
SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE
DEPTH OF INVERT 2.5M. BELOW G.L.I) WITH 250MM. THICK
BRICK WORK A) 150 MM TO 400 MM DIA HAVING INTERNAL
SIZE (1500MMX750MM)
30
33394
1001820
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Construction of manhole with chamber of size as given below as per
requirement and 600mm X 600mm. (inside measurement) square
shaft, with cement brick work (1:4) over 150 mm. thick jhama cement
concrete (1:4:8) bed, over a layer of brick flat soling including
providing 150mm. thick R.C.C. slab with ordinary concrete (mix
1:1.5:3) with reinforcement as per standard drawing over the
chamber, brick-on-edge flooring with ordinary cement concrete (mix
1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine
with 1.5mm. thick neat cement in the inside walls and invert including
supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load
bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.
steps (4 Kg. each) including cutting hard crust, excavation,
de-watering, back filling and removal of spoils but excluding shoring
complete as per standard drawing. (Depth of invert shall not be less
than 1.80M below G.L.) Average depth of invert 2.5m. below G.L ii)
Addition or reduction to rate of manhole as per above item for each
addition or reduction in depth of 150 mm. or part thereof. With
250mm. thick brick work (Depth of invert should not exceed
3.00M.) a) 150 mm to 400 mm dia having internal size
(1500mmx750mm)
90
947
85230
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25.CONSTRUCTION OF MANHOLE WITH CHAMBER OF SIZE AS
GIVEN BELOW AS PER REQUIREMENT AND 600MM X 600MM.
(INSIDE MEASUREMENT) SQUARE SHAFT, WITH CEMENT
BRICK WORK (1:4) OVER 150 MM. THICK JHAMA CEMENT
CONCRETE (1:4:8) BED, OVER A LAYER OF BRICK FLAT SOLING
INCLUDING PROVIDING 150MM. THICK R.C.C.SLAB WITH
ORDINARY CONCRETE (MIX 1:1.5:3) WITH REINFORCEMENT AS
PER STANDARDDRAWING OVER THE CHAMBER,
BRICK-ON-EDGE FLOORING WITH ORDINARY CEMENT
CONCRETE (MIX 1:2:4) IN THE INVERT WITH 20MM. THICK
CEMENT PLASTER (1:4) FINISHED FINE WITH 1.5MM. THICK
NEAT CEMENT IN THE INSIDE WALLS AND INVERT INCLUDING
SUPPLYING, FITTING AND FIXING R.C.P.C. COVER AND FRAME
(35 M.T.LOAD BEARING CAPACITY) WITH ORDINARY CEMENT
CONCRETE (MIX 1:2:4) AND C.I.STEPS (4 KG. EACH) INCLUDING CUTTING HARD CRUST, EXCAVATION, DE-WATERING, BACK
FILLING AND REMOVAL OF SPOILS BUT EXCLUDING SHORING
COMPLETE AS PER STANDARD DRAWING.(DEPTH OF INVERT
SHALL NOT BE LESS THAN 1.80M BELOW G.L.)AVERAGE
DEPTH OF INVERT 2.5M. BELOW G.L. I) WITH 250MM. THICK
BRICK WORK B) ABOVE 400 MM TO 600 MM DIA HAVING
INTERNAL SIZE (1500MMX1100MM)
35
38658
1353030
... More
Construction of manhole with chamber of size as given below as per
requirement and 600mm X 600mm. (inside measurement) square
shaft, with cement brick work (1:4) over 150 mm. thick jhama cement
concrete (1:4:8) bed, over a layer of brick flat soling including
providing 150mm. thick R.C.C. slab with ordinary concrete (mix
1:1.5:3) with reinforcement as per standard drawing over the
chamber, brick-on-edge flooring with ordinary cement concrete (mix
1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine
with 1.5mm. thick neat cement in the inside walls and invert including
supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load
bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.
steps (4 Kg. each) including cutting hard crust, excavation,
de-watering, back filling and removal of spoils but excluding shoring
complete as per standard drawing. (Depth of invert shall not be less
than 1.80M below G.L.) Average depth of invert 2.5m. below G.L ii)
Addition or reduction to rate of manhole as per above item for each
addition or reduction in depth of 150 mm. or part thereof. With
250mm. thick brick work (Depth of invert should not exceed
3.00M.) b) Above 400 mm to 600 mm dia having internal size
(1500mmx1100mm)
76.53
978
74850.6
... More
Construction of manhole with chamber of size as given below as per
requirement and 600mm X 600mm. (inside measurement) square
shaft, with cement brick work (1:4) over 150 mm. thick jhama cement
concrete (1:4:8) bed, over a layer of brick flat soling including
providing 150mm. thick R.C.C. slab with ordinary concrete (mix
1:1.5:3) with reinforcement as per standard drawing over the
chamber, brick-on-edge flooring with ordinary cement concrete (mix
1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine
with 1.5mm. thick neat cement in the inside walls and invert including
supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load
bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.
steps (4 Kg. each) including cutting hard crust, excavation,
de-watering, back filling and removal of spoils but excluding shoring
complete as per standard drawing. (Depth of invert shall not be less
than 1.80M below G.L.)Average depth of invert 2.5m. below G.L.iii)
Average depth of invert 2.5m. below G.L With 375 mm. thick brick
work b) Above 400 mm to 600 mm dia having internal size
(1500mmx1100mm)
3
57264
171792
... More
Construction of manhole with chamber of size as given below as per
requirement and 600mm X 600mm. (inside measurement) square
shaft, with cement brick work (1:4) over 150 mm. thick jhama cement
concrete (1:4:8) bed, over a layer of brick flat soling including
providing 150mm. thick R.C.C. slab with ordinary concrete (mix
1:1.5:3) with reinforcement as per standard drawing over the chamber, brick-on-edge flooring with ordinary cement concrete (mix
1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine
with 1.5mm. thick neat cement in the inside walls and invert including
supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load
bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.
steps (4 Kg. each) including cutting hard crust, excavation,
de-watering, back filling and removal of spoils but excluding shoring
complete as per standard drawing. (Depth of invert shall not be less
than 1.80M below G.L.)Average depth of invert 2.5m. below G.L. iv)
Addition or reduction to rate of manhole as per above item for each
addition or reduction in depth of 150 mm. or part thereof. With 375
mm. thick brick work (Depth of invert should not exceed 3.00M.) b)
Above 400 mm to 600 mm dia having internal size
(1500mmx1100mm)
6
1664
9984
... More
Construction of manhole with chamber of size as given below as per
requirement and 600mm X 600mm. (inside measurement) square
shaft, with cement brick work (1:4) over 150 mm. thick jhama cement
concrete (1:4:8) bed, over a layer of brick flat soling including
providing 150mm. thick R.C.C. slab with ordinary concrete (mix
1:1.5:3) with reinforcement as per standard drawing over the
chamber, brick-on-edge flooring with ordinary cement concrete (mix
1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine
with 1.5mm. thick neat cement in the inside walls and invert including
supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load
bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.
steps (4 Kg. each) including cutting hard crust, excavation,
de-watering, back filling and removal of spoils but excluding shoring
complete as per standard drawing. (Depth of invert shall not be less
than 1.80M below G.L.)Average depth of invert 2.5m. below G.L.iii)
Average depth of invert 2.5m. below G.L With 375 mm. thick brick
work c) Above 600 mm to 900 mm dia having internal size
(1500mmx1500mm)
9
63841
574569
... More
Construction of manhole with chamber of size as given below as per
requirement and 600mm X 600mm. (inside measurement) square
shaft, with cement brick work (1:4) over 150 mm. thick jhama cement
concrete (1:4:8) bed, over a layer of brick flat soling including
providing 150mm. thick R.C.C. slab with ordinary concrete (mix
1:1.5:3) with reinforcement as per standard drawing over the
chamber, brick-on-edge flooring with ordinary cement concrete (mix
1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine
with 1.5mm. thick neat cement in the inside walls and invert including
supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. load
bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.
steps (4 Kg. each) including cutting hard crust, excavation,
de-watering, back filling and removal of spoils but excluding shoring
complete as per standard drawing. (Depth of invert shall not be less
than 1.80M below G.L.)Average depth of invert 2.5m. below G.L. iv)
Addition or reduction to rate of manhole as per above item for each
addition or reduction in depth of 150 mm. or part thereof. With 375
mm. thick brick work (Depth of invert should not exceed 3.00M.) c)
Above 600 mm to 900 mm dia having internal size (1500mmx1500mm)
27
1813
48951
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Constructing Special Inspection chamber pit (size 900 mmX600 mm)
to a depth of 1.15 metre (insid(e), 250 mm thick 1st class brick work
(1:4) in all sides over a layer of jhama brick soling and 150 mm thick
Jhama cement concrete (1:4:8) including necessary earth work,
invert with ordinary cement concrete (1:2:4) with stone chips over
brick-on-edge flooring, plastering inside with 20 mm thick cement
plastering (1:4) and neat cement punning, including supplying,fitting
and fixing one 450 mm. dia (15 MT) heavy duty RCPC manhole cover
of approved make with R.C.C. slab of 100 mm thick with cement
concrete (1:1.5:3) with stone chips including necessary
reinforcement, shuttering and CI foot steps (4 kg each) (Depth of
invert between 1.15 m to 1.80 m below G.L.)
24
18392
441408
... More
Constructing Special Inspection chamber pit (size 900 mmX600 mm)
to a depth of 1.15 metre (insid(e), 250 mm thick 1st class brick work
(1:4) in all sides over a layer of jhama brick soling and 150 mm thick
Jhama cement concrete (1:4:8) including necessary earth work,
invert with ordinary cement concrete (1:2:4) with stone chips over
brick-on-edge flooring, plastering inside with 20 mm thick cement
plastering (1:4) and neat cement punning, including supplying,fitting
and fixing one 450 mm. dia (15 MT) heavy duty RCPC manhole cover
of approved make with R.C.C. slab of 100 mm thick with cement
concrete (1:1.5:3) with stone chips including necessary
reinforcement, shuttering and CI foot steps (4 kg each) (Depth of
invert between 1.15 m to 1.80 m below G.L.) ii) Addition and
deduction of rate of special inspection chamber pit as per above item
for each addition or reduction in depth of 150 mm. or part thereof.
72
1053
75816
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL
PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and
fixing with cement jointing (3:1) salt glazed stoneware pipe including
excavation of earth upto 1.50 metre depth in all sorts of soil both
mixed or unmixed and refilling (but excluding concreting at bottom
and sides).(ii) 225 mm
330
528
174240
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Constructing gully pit to a depth of 1.50m (Insid(e) with 250mm th. 1st
class Brick Work (1:4) in all sides over a layer of jhama brick soling &
100mm th. jhama cement concrete (1:4:8) including necessary earth
work, providing approved type C.I. Syphone (225mm dia) with topping
RCPC gully grid (15MT load bearing capacity) constructing invert with
brick -on-edge, including 20mm th. inside cement plaster (1:4)
finished with neat cement punning, at the top 150mm th. R.C.C. slab
(1:1.5:3) with stone chips including necessary reinforcement ,
shuttering as per standard drawing and as directed by E-I-C
complete in all respect and removal of surplus earth with all costs of
labour and materials. Inside measurement of gully pit, 1100mm X
600mm
75
23005
1725375
... More
Constructing catch pit to a depth of 1.0m (Insid(e) with 250mm th. 1st
class Brick Work (1:4) in all sides over a layer of jhama brick soling &
100mm th. jhama cement concrete (1:4:8) including necessary earth
work, providing approved type C.I. Syphone (150mm dia) with topping
RCPC gully grid (5MT load bearing capacity) constructing invert with
brick -on-edge, including 20mm th. inside cement plaster (1:4) finished with neat cement punning, at the top 100mm th. R.C.C. slab
(1:1.5:3) with stone chips including necessary reinforcement,
shuttering as per standard drawing and as directed by E-I-C
complete in all respect and removal of surplus earth with all costs of
labour and materials. Inside measurement of catch pit, 600mm X
525mm
15
12175
182625
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BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK
WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a)
In foundation and plinth
2.36
5575
13170.94
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BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...Hire
and labour charges for shuttering with centering and necessary
staging upto 4 m using approved stout props and thick hard wood
planks of approved thickness with required bracing for concrete slabs,
beams and columns, lintels curved or straight including fitting, fixing
and striking out after completion of works (upto roof of ground
floor).(When the height of a particular floor is more than 4 m the
equivalent floor height shall be taken as 4 m and extra for works
beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m
or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as per
decision & direction of Engineer-In-Charge.Notes:- For shuttering in
shell roof, grid roof with vertical faces folded plate, arched roof the
rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by
100 % . For grid roof with splayed faces, rate is to be increased by
150%.
7
335
2345
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ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADED
STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING
SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND
FLOOR AS PER RELEVANT IS CODES
1.98
6047
11994.29
... More
BUILDING WORKS ( C ) Brickworks,Concrete Works
etc.40..Reinforcement for reinforced concrete work in all sorts of
structures including distribution bars, stirrups, binders etc initial
straightening and removal of loose rust (if necessary), cutting to
requisite length, hooking and bending to correct shape, placing in
proper position and binding with 16 gauge black annealed wire at
every intersection, complete as per drawing and direction.(a) For
works in foundation and upto roof of ground floor/upto 4 m.(i) Tor
steel/Mild Steel.II. Other than SAIL/ TATA/RINL
0.28
55776
15762.3
... More
Supplying, fitting and fixing with cement jointing (3:1) salt glazed
stoneware pipe excluding excavation of earth work, refilling and
concreting at bottom and sides). ii) 450 mm dia
20
3491
69820
... More
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER
GASKET BORE DIA IN MM 400 THICKNESS IN MM 75 STANDARD
LENGTH IN M. 2.5
132
4604
607728
... More
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER
GASKET BORE DIA IN MM 450 THICKNESS IN MM 75 STANDARD
LENGTH IN M. 2.5
83
5022
416826
... More
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER
GASKET BORE DIA IN MM 600 THICKNESS IN MM 85 STANDARD
LENGTH IN M. 2.5
59
7896
465864
... More
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER
GASKET BORE DIA IN MM 700 THICKNESS IN MM 85 STANDARD
LENGTH IN M. 2.5
34
9584
325856
... More
Laying of R.C.C. pipe with spigot ... socket/Roll on jointed pipe,
lowering the same into the trench laying on the bed in trenches in
prescribed gradient, depth and alignment, filling the end grooves with
necessary bitumastic compound, filling caulking space with tarred
gasket or with rubber gasket of appropriate size & covering with
cement mortar (1:2) & testing the joints etc. complete as per drawing,
specification including carriage of pipes from site stacks to the place
of laying etc. & as per direction of the Engineer-in-charge.(Payment to
be made on the basis of actual finished length of the pipe lin(e) A)
Class NP-3 Pipe p) 400 mm dia
327
229
74883
... More
Laying of R.C.C. pipe with spigot ... socket/Roll on jointed pipe,
lowering the same into the trench laying on the bed in trenches in
prescribed gradient, depth and alignment, filling the end grooves with
necessary bitumastic compound, filling caulking space with tarred
gasket or with rubber gasket of appropriate size & covering with
cement mortar (1:2) & testing the joints etc. complete as per drawing,
specification including carriage of pipes from site stacks to the place
of laying etc. & as per direction of the Engineer-in-charge.(Payment to
be made on the basis of actual finished length of the pipe lin(e). A)
Class NP-3 Pipe o) 450 mm dia
169
237
40053
... More
Laying of R.C.C. pipe with spigot ... socket/Roll on jointed pipe,
lowering the same into the trench laying on the bed in trenches in
prescribed gradient, depth and alignment, filling the end grooves with
necessary bitumastic compound, filling caulking space with tarred
gasket or with rubber gasket of appropriate size & covering with
cement mortar (1:2) & testing the joints etc. complete as per drawing,
specification including carriage of pipes from site stacks to the place
of laying etc. & as per direction of the Engineer-in-charge.(Payment to
be made on the basis of actual finished length of the pipe lin(e) A)
Class NP-3 Pipe m) 600 mm. dia.
180
333
59940
... More
Laying of R.C.C. pipe with spigot ... socket/Roll on jointed pipe,
lowering the same into the trench laying on the bed in trenches in
prescribed gradient, depth and alignment, filling the end grooves with
necessary bitumastic compound, filling caulking space with tarred
gasket or with rubber gasket of appropriate size & covering with
cement mortar (1:2) & testing the joints etc. complete as per drawing,
specification including carriage of pipes from site stacks to the place
of laying etc. & as per direction of the Engineer-in-charge.(Payment to
be made on the basis of actual finished length of the pipe lin(e). A)
Class NP-3 Pipe l) 700 mm dia
84.5
509
43010.5
... More
PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS 2.
Supplying, fitting and fixing in position G.I. pipes of TATA make for
underground works with all necessary accessories,specials
viz.socket, bend, tee, union, cross, elbow, nipple, short piece
etc.including cost of all materials,jointing materials ,cutting
pipes,making threads,cutting trenches upto 1.5 metre below surface
in all sorts of soil and refilling the same as directed with two coats of
painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of
the total pipe line including all specials No separate payment will be
made for accessories, specials.Payment for painting will be made
seperately) (ii) 20 mm dia. medium quality
36.04
240
8648.74
... More
SUPPLYING PORTABLE PUMPING UNIT (DIESEL DRIVEN) FROM
3 INCH TO 4 INCH ON HIRE BASIS FOR REMOVAL OF
STAGNENT WATER FROM SEWER WATER LOGGING AND
FLOOD WATER IN DIFFERENT BOROUGHS-- 4 INCH DIA
PORTABLE PUMP
1840
75
138000
... More
BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
3. Earth work in filling in foundation trenches or plinth with good earth,
in layers not exceeding 150 mm. including watering and ramming etc.
layer by layer complete. (Payment to be made on the basis of
measurement of finished quantity of work) (a) With earth obtained
from excavation of foundation.
16.2
7754
125614.8
... More
BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
4. (A) Filling in foundation or plinth by silver sand in layers not
exceeding 150 mm as directed and consolidating the same by
thorough saturation with water, ramming complete including the cost
of supply of sand. (payment to be made on measurement of finished
quantity)
6.4
93621
599299.85
... More
BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES
ETC 13. Removal of rubbish,earth etc. from the working site and
disposal of the same beyond the compound, in conformity with the
Municipal / Corporation Rules for such disposal, loading into truck
and cleaning the site in all respect as per direction of Engineer in
charge
640.13
166
106262.24
... More
MATERIALS AND LABOUR 1. Building (B) Labour Rates Per Diem :
13)Santras. Note: (I)The above rates of labour are exclusive of 10%
contractors profit and 1% Labour welfare cess which would be
admissible to the Contractors, but contractual percentage will not be
applicable. (II) The workersemployed on high rise building or any
structure over 30 ft in height and also workers engaged in Tunnel
shall be paid 20% extra wages
50
326
16300
... More
MATERIALS AND LABOUR 1. Building (B) Labour Rates Per Diem :
3)Mazdoor (Male). Note: (I)The above rates of labour are exclusive of
10% contractors profit and 1% Labour welfare cess which would be
admissible to the Contractors, but contractual percentage will not be
applicable. (II) The workersemployed on high rise building or any
structure over 30 ft in height and also workers engaged in Tunnel
shall be paid 20% extra wages
60
245
14700
... More
Estimated amount
-
-
-
... More
Add: 9%SGST
1
1
1445068
... More
Add: 9%CGST
1
1
1445068
... More
1% LWC
1
1
189464.45
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