Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 2,24,27,906
Costs
EMD
₹ 4,62,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMC_779330_1Tender No
KMC/S_D/BR-5/44-45/AMRUT/24-25Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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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. (a) Depth of excavation not exceeding
1,500 mm.
1127.65
119
134494.52
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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
914.97
192
176021.24
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CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF
MACHINERIES 8.29Hire charges for engaging Air Compressor
machine with minimum pressure capacity of 5.0 Kg/sq.cm
arrangement including all necessary equipments and operating staff,
carriage, fuel, Tools and plants all complete for cutting Road / hard
crust cutting with pneumatic hammer at desired point in water supply
works as per direction of EIC . a) With Pneumatic hammers For
minimum engagement of 8 hrs. In a day
5
6000
30000
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.4 Excavation of trial pit
(3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout
line raking every detection against damage of S.W. pipe line electrical
cable etc. as underground obstruction including 37.5 mm timber
shuttering, earth cutting, dewatering, barricading and back filling etc.
as per directionj of E-I-C
10
1867
18670
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BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc.
A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks
including ramming and dressing bed to proper level and filling joints
with local sand.
3394.04
358
1215065.96
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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
297.05
4572
1358093.4
... 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
199.24
4373
871280.89
... More
Hire and labour charges for 3.75cm. thick close timbering with planks,
battens,runners,struts etc. complete removing them incl. penetrationof shoring as per direction of the Engineer-in-Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed) a) Depth upto 3.00 M below G.L.
630.01
496
312483.97
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Hire and labour charges for 5 cm. thick close timbering with planks
battens, runners struts etc. complete removing them incl. penetration
of shoring as per direction of the Engineer-in-Charge. (Vertical
surface of contact area with supporting earth to be measured,
payment for penetration will not be allowed) a) Beyond 1.0 M. upto
2.0 M trench width . depth upto 6.00 M below G.L.
3765.95
727
2737842.02
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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
47
5022
236034
... 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
177
7896
1397592
... More
COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBER
GASKET bore dia in mm 700 thickness in mm 85standard length in
m. 2.5
102
9584
977568
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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 line). A)
Class NP-3 Pipe o) 450 mm dia
112.6
237
26686.2
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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 line). A)
Class NP-3 Pipe m) 600 mm. dia.
424.5
333
141358.5
... 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 line). A) Class NP-3 Pipe l) 700 mm dia
244.2
509
124297.8
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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 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. With 375 mm. thick brick work b) Above 400
mm to 600 mm dia having internal size (1500mmx1100mm)
45
57264
2576880
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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 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. With 375 mm. thick brick work c) Above 600
mm to 900 mm dia having internal size (1500mmx1500mm)
24
63841
1532184
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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 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) INCLUDINGCUTTING 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. WITH 250 MM. THICK BRICK WORK B) ABOVE 400 MM TO 600 MM DIA HAVING
INTERNAL SIZE (1500MMX1100MM)
6
43548
261288
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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 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,
dewater-ing, 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 ofmanhole as per above item for
each addition or reduction in depth of 150mm. or part thereof. With
375mm. 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
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Supplying empty Cement bags in good condition.
1800
3
5940
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Filling empty Cement bags with dry earth or sand stitching the
bag(cost of the thread include) and carrying and placing them in
position and all incidental charges complete but excluding cost of
sand and gunny bags.
1800
3
6300
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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
2.63
5575
14634.38
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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 inshell 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%.
7.11
335
2381.85
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BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC
10.... (I)EXCLUDING SHUTTERING AND REINFORCEMENT IF
ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES.
1.9
5830
11078.37
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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.I. SAIL/ TATA/RINL.
0.22
58249
13031.76
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Construction of gullypit 1100mmX625mm. inside measurement
and depth of invert 1500mm. below G.L. with 250mm. thick cement
brick work (1:4) over 100mm. 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 cement concrete (mix 1:1.5:3) with
reinforcement as per standard drawing, brickon-edge flooring in the
invert, 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm.
thick neat cement in the inside of walls and invert including supplying,
fitting and fixing R.C.P.C. gully grid (15-M.T.load bearing capacity)
and 225 mm. dia. C.I. Syphone including cutting hard crust,
excavation, dewatering, back filling and removal of spoils as per
standard drawing
107
23005
2461535
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Construction of Catch pit 600mmX525mm. (inside measurement)
and depth of invert 1000mm. below G.L. with 250mm. thick cement
brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8)
bed over a layer of brick flat soling including providing 100mm. thick
R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with
reinforcement as per standard drawing, brickon- edge flooring with 20
mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat
cement in the inside walls and invert including supplying and fixing
R.C.P.C. gully grid (5 M.T.load bearing capacity) and 150 mm. dia.
C.I. Syphone including cutting hard crust, excavation, dewatering,
back filling and removal of spoils as per standard drawing
22
12175
267850
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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)
434.22
936
406518.3
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SUPPLY OF PORTABLE PUMPING UNIT ( DIESEL DRIVEN ) OF
SIZES 3" & 4" DIA ON HIRE BASIS FOR REMOVAL OF STAGNANT
WATER FROM SEWER, WATER LOGGING AND FLOOD WATER
INCL. INSTALLATION AND OPERATION TO BE USED IN
DIFFERENT BOROUGHS
1600
75
120000
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BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT3. 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.
246.65
77
19125.57
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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
1795.96
166
298129.29
... More
Dismantling & taking out old pipe sewers of any size and stacking
broken pipe materials as per direction of the Engineer-in-Charge..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) (vi) 50 mm dia. medium quality
533.2
64
34124.8
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SECTION 1. ------------BUILDING WORKS (I) PLASTERING,
POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor,
ceiling etc.) with sand and cement mortar including rounding off or
chamfering corners as directed and raking out joints including
throating, nosing and drip course, scaffolding/staging where
necessary (Ground floor).[Excluding cost of chipping over concrete
surface](ii) With 1:4 cement mortar (a) 20 mm thick plaster
33.2
186
6175.2
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SECTION 1. ------------BUILDING WORKS (I) PLASTERING,
POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning
about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement
0.152 cu.m per100 sq.m.
33.2
34
1128.8
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Construction of special inspection pit with chamber of size 900mm.
X 600mm. x 1500 mm (inside measurement) and 450mm X 450mm.
square shaft (inside measurement) with 250mm. thick 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, 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 1.5 mm. thick neat cement in
the inside walls and invert including supplying, fitting and fixing
R.C.P.C. cover and frame (15 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, dewatering, backfilling and
removal of spoils but excluding shoring as per standard drawing
.(depth of invert should not be less than 1.80m below G.L.) i) Average
depth of invert 2.00 m. below G.L.
4
24663
98652
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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).(iii) 150 mm
180
334
60120
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL
PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting andfixing 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
718
528
379104
... More
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).(i) 300 mm
28
927
25956
... More
Supplying at site and laying salt glazed stoneware pipe including
lowering the same into the trench, laying on the bed in trench in
prescribed gradient, depth and alignment including cement gasket
joint. (1:2). i) 375 mm. dia.
15
2597
38955
... More
Estimated amount
-
-
-
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Add: 9%SGST
1
1693666
1693666
... More
Add: 9%SGST
1
1693666
1693666
... More
1% LWC
1
222058
222058.48
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