abstract of boq schedules header description estimated amount … · 2018-06-04 · sn description...
TRANSCRIPT
Schedules Header Description Estimated Amount (in Rs)
Sch. 1 Road Network -
Sch. 2 Storm Water Drainage Scheme -
Sch. 3 Sewerage Network Scheme -
Sch. 4 Electrical Cable Trench (Civil Works) -
Sch. 5 Potable water - Distribution System -
Sch. 6 Recycled Water-Distribution System -
Sch. 7 Rising Main from Main line to ESR 1 -
Total Amount -
GST @18% -
Total -
Abstract of BOQ
Page 1 of 1
SN Description Unit Quantity Rate Amount
1.01
Clearing and grubbing road land using Contractor owned P&M and including
cutting, excavating, removal of unserviceable top soil upto 150mm depth,
removal of trees upto girth of 300mm, removal of bushes, shrubs, stumps,
grass, weeds etc, removal of unserviceable material and debris, disposal upto
1KM lead, backfilling of pits resulting from uprooting of trees with excavated
soil, grading and compaction etc complete as per MoRT&H Technical
Specification Clause 201 and as directed by EIC.
Hectare (HA) 47 -
1.02
"Earthwork in excavation by mechanical means (As per MORTH specification
: Clause 301 & 304,112)in all types of soil strata including hard soil and soil
mixed with boulders but excluding soft and hard rock, dressing the section to
the required grade, camber, slope and side slopes, disposing of excavated
material with mechanical means, dewatering, shoring and strutting wherever
required for drains, refilling for sides of drains, spreading etc. complete in all
leads and lifts as per drawings and specifications and as directed by EIC.
(Work to be executed as per MORTH specification :-301). Item includes
transportation of excavated materials upto 2 km for filling works"
M3 125043 -
Back filling work for Road embankment, including shoulder & filling behind
structures and at other location by mechanical means using owner's earth /
earth mixed with rock (maximum size of rock not to exceed 300 mm) , laying
in layers not exceeding 200 mm, dressing to the required line, filling the voids
with broken fragments, and compacting with vibratory roller having minimum
80 - 100 KN static weight to achieve a proctor density of 95 % for all leads
upto 3 KM and lifts,. etc. complete as per drawings and MoRT&H Technical
Specification Clause 305 and as directed by EIC.
Note: This item is inclusive of excavation of the earth, where earth is being
proveded by owner from his own area, upto 3km lead and lifts. Extra lead if
applicable will be paid seperately.
Schedule 1 : BOQ -Road Work
M3 84760 - 1.03
SN Description Unit Quantity Rate Amount
Construction of embankment with approved quality material from borrow
pits upto any lead and including backfilling and spreading the material in
layers not exceeding 200mm thickness, watering, compaction with vibratory
roller to achieve specified CBR value etc. complete as per drawings and
MoRT&H Technical Specification Clause 305 and as directed by EIC.
Note : Measurement shall be on the basis of initial and finished levels of the
area recorded at suitable intervals.
including laying in layers not exceeding 200 mm, dressing to the required line,
filling the voids with broken fragments, and compacting with vibratory roller
having minimum 80 - 100 KN static weight to achieve a proctor density of 95
% etc. complete as directed by engineer in charge. Including all leads and lifts
1.05
Extra for carting away or carting in surplus earth/excavated earth/ rock/ debris/
sand aggregates/ rubble(with contractor's own P&M) beyond 3km lead
complete as directed by EIC. For earth provided by owner only. One-way
linear distance to be considered for payment.
Per Cum/KM 16964 -
Back filling work for Road Subgrade, including shoulder & filling behind
structures and at other location by mechanical means using owners earth /
earth mixed with rock (maximum size of rock not to exceed 300 mm) , laying
in layers not exceeding 200 mm, dressing to the required line, filling the voids
with broken fragments, and compacting with vibratory roller having minimum
80 - 100 KN static weight to achieve a proctor density of 97 % for all leads
upto 3 KM and lifts,. etc. to achieve specified soaked CBR value etc.
complete as per drawings and MoRT&H Technical Specification Clause 305
and as directed by EIC.
Note: This item is inclusive of excavation of the earth, where earth is being
proveded by owner from his own area, upto 3km lead and lifts. Extra lead if
applicable will be paid seperately.
-
1.06 -
1.04 M3 56507
M3 84886
SN Description Unit Quantity Rate Amount
Construction of subgrade and lower part of earthen shoulder with approved
quality material from borrow pits upto any lead and including backfilling and
spreading the material in layers not exceeding 200mm thickness, watering,
compaction with vibratory roller to achieve specified soaked CBR value etc.
complete as per drawings and MoRT&H Technical Specification Clause 305
and as directed by EIC. Including all leads and lifts
Note : Measurement shall be on the basis of initial and finished levels of the
area recorded at suitable intervals.
to achieve a proctor density of 97 %
1.08
Supplying from approved source and Laying graded Granular Sub base of
specified and approved geotechnical parameters in embankment or depression
in specified layer thickness of maximum 250mm, watering and compacting
each layer with specified and approved machinery, tools and tackles etc
including 10T rollers., to achieve Optimum Moisture Content so as to give
specified compaction density not less than 98% Maximum Modified Dry
Density at Optimum Moisture Content determined in accordance with IS 2720
part VIII etc complete as per MoRTH Specification and approved design
drawings including Quality Control testing, maintenance and protection as
directed by and to the satisfaction of Engineer-in-Charge.
M3 83337 -
1.07 M3 198067 -
SN Description Unit Quantity Rate Amount
1.09
Providing, laying, spreading and compacting crushed graded stone aggregate
(as per Technical specification and Table No.4 & 5 ) Wet Mix Macadam by
mechanical means including premixing the material with water to OMC in
mechanical mixer (Pug mill) as per design mix, carriage of mixed material by
Tipper to site laying in uniform layers with Paver Finisher, shall be laid in two
layers of 125 mm each on well prepared under base and compacting with
Roller having minimum80-100 KN static weight to achieve the desired density
of 98% of MDD including lighting, guarding, barricading and maintenance of
diversion etc. complete for all leads and lifts as per drawings and specifications
and as directed by EIC including all labour, material, royalty, supervision, fuel,
equipment, etc.
M3 67075 -
1.10
Providing and applying primer coat over prepared surface of granular base
with bitumen emulsion with spray set etc. complete in all leads as per the
drawings and specifications and as directed by EIC.(including cleaning of road
surface). (MORTH Specification : Clause502,112)Primer @ 6-9 Kg./ 10 Sqm.
for low porosity surfaces
M2 243935 -
1.11
Providing and applying tack coat on the prepared surface, with bitumen
emulsion with spray set (Including cleaning of road surface)etc. complete in all
leads as per the drawings and specifications and as directed by EIC. (MORTH
Specification: Clause 503, 112).On existing granular surface/ black topped
surface at 2.5 - 3.0 Kg per 10 Sqm.
a) On W.B.M/W.M.M. @ 0.4kg/sqm. M2 243935 -
b) On bituminous surface @ 0.25kg/sqm. M2 243935 -
SN Description Unit Quantity Rate Amount
1.12
Providing and laying Dense Bituminous Macadam on prepared surface with
specified graded crushed aggregates (as per Table 500-10 and design mix) for
base/binder course including loading of material with FE loader , heating of
binder (including cost of anti stripping compound, where ever required),
aggregates and filler in batch type hot mix plant (120 to 160TPH),transporting
the mixed material by tippers and laying with sensor paver finisher as per clause
504.3.5to the required level and grade, rolling by self propelled power rollers
and vibratory roller or Pneumatic tyred roller ,150-250KN,TP=0.7Mpa, to
achieve the desired density (approved by the department) but excluding cost of
primer/tack coat (MORT&H specification Clause 507,112) -Grading -
2specified compacted thickness (with minimum 4.5 percent of bitumen grade
60/70) with all lead of mixed material
M3 14014 -
1.13
Providing and laying Bituminous Concrete as per Design Mix on prepared
surface with specified graded stone as per Table 500-18, for wearing course
including loading of aggregates with F.E. loader and hot mixing of binder
(including cost of anti stripping compound, where ever required ) and 3%
hydrated lime filler with aggregates in batch type Hot Mix Plant 120-160 TPH,
transporting the mixed material with tipper to paver and laying with Sensor
paver finisher (as per Clause 504.3.5) to the required level, grades and rolling
with Vibratory Compactor and Pneumatic Tyred Roller 150-250 KN, TP =
0.7Mpa, to achieve the desired density (approved by the department),excluding
cost of primer / tack coat. (MORT&H Specification : Clause509) - Grading – II
Specified Compacted thickness with minimum 6% binder with all lead of mixed
material with straight run bitumen grade 60/70.
M3 8512 -
SN Description Unit Quantity Rate Amount
1.14
Providing and fixing precast cement concrete M25 kerb as per drawing,
including fixing at site as per drawings and specifications and as directed by
EIC.[MORT&H specification: Section 1000 &1700], including filling the
Joints in 1:2 C:M including necessary excavation ,Back filling, providing &
laying 75mm thick PCC of grade 1:3:6 below kerb stone and embedded with
PCC both the sides as per drawing , specification & as directed by EIC.
M 51236 -
1.15
Providing and fixing precast cement concrete M25 kerb with channel as per
drawing, including fixing at site as per drawings, including filling the Joints in
1:2 C:M including necessary excavation ,Back filling, providing & laying
75mm thick PCC of grade 1:3:6 below kerb stone and embedded with PCC
both the sides as per drawing , specification & as directed by EIC.
M 37209 -
1.16
Providing and laying 60mm thick conventional type precast paver block of
minimum compressive strength of 200kg/sq.cm in approved shape to be laid in
approved pattern.the rate is inclusive of providing & laying/spreading approved
quality average 50mm thick sand bedding including compaction & filling joints
with sand at site. the edges to be neatly trimmed to fit along with the sides of
the area all complete as per specification,drawing & as directed by Engineer-in-
charge.Soling & PCC, if required,for this work shall be paid properly.Sample to
be approved byEIC .This paver block shall be used in footpath and parking
area.
M2 60036 -
SN Description Unit Quantity Rate Amount
1.17Providing & laying approved sand filling including compacting,watering etc.
complete as per drawing, specification & as directed by EIC.M3 2500 -
1.18
Providing, laying and jointing of non-pressure NP3 class (light duty)
R.C.C.pipes with Collar jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1cement :2 fine sand) including 1:3:6 cement concrete all
round 100mm thick, including excavation to required depth and backfilling
testing of joints etc. complete. For 150 mm dia
M 3000 -
1.19
Providing and laying in position cement concrte of specified grade excluding
the cost of centring and shuttering-all work upto plinth level:
1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate)
M3 315 -
1.2Brick work with common burnt clay F.P.S(non modular) bricks of class
designation 7.5 in foundation and plinth in cement mortar 1:4M3 1491 -
1.21
Brick work 7 cm thick with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in cement mortar 1:3 (1 cement: 4 3 coarse sand) in
superstructur above plinth level and upto floor five level.
M2 782 -
- Total
SN Description Unit Quantity Rate Amount
2.01
Excavating trenches by mechanical/manual means, of required width for
pipes, cables, etc including excavation for sockets, and dressing of sides,
ramming of bottoms, including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding 20 cm in depth,
including consolidating each deposited layer by ramming, watering,
etc. and disposing of surplus excavated soil as directed, within a lead
of 50 m : In all sort of soils and soft murrum,
2.01.1 Excavation from 0 to 1.5m depth
a) Pipes, cables etc exceeding 300 mm dia, but not exceeding 600 mm dia M 12310 -
b) Pipes, cables etc exceeding 600 mm dia, but not exceeding 900 mm dia M 118 -
2.01.2 Excavation from 1.5 m to 3.0 m depth
a) Pipes, Cables etc. exceeding 300 mm dia but not exceeding 600 mm dia M 4844 -
b) Pipes, Cables etc. exceeding 600 mm dia but not exceeding 900 mm dia M 3879 -
c) Pipes, Cables etc. exceeding 900 mm dia but not exceeding 1400 mm dia M 3535 -
2.01.3 Excavation above 3.0 m depth
a) Pipes, Cables etc. exceeding 900 mm dia but not exceeding 1400 mm dia M 278 -
Schedule 2 : BOQ -Storm Water Drainage
Page 1 of 7
SN Description Unit Quantity Rate Amount
2.02
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well
as 10sqm on plan) including getting out and disposal of excavated earth lead
upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
For manholes In all sort of soils and soft murrum
a) From 0 to 1.5 m depth M3 656 -
b) From 1.5 to 3.0 Mtr M3 1055 -
c) 3.0 Mtr and above M3 235 -
2.03
Extra for Dewatering -Extra rates for quantities of works, executed: In or under foul position, including pumping out water as required in all sorts of soil and
soft murrum For pipes and manholes below 3m to 3.3m
M 400.00 -
2.04
Extra for Dewatering -Extra rates for quantities of works, executed: In or under
foul position, including pumping out water as required in all sorts of soil and soft murrum
For pipes and manholes below 3.3m to 3.6m
M 200.00 -
2.05
Open/ Closed timbering in trenches for shoring and strutting including use of
and waste of all necessary timber works incluiding walling, strutts, open
polling boards/ horizontal sheeting, runners etc as may be necessary and
fixing and removal complete (measurements to be taken of the face/ area
timbred). Including cost of local wood material
a) Depth - 0 to 1.5 metre M2 37284 -
b) Depth - 1.5 m to 3.0 metre M2 55161 -
c) Depth - 3.0 m to 4.5 metre M2 2502 -
Page 2 of 7
SN Description Unit Quantity Rate Amount
2.06Providing & laying approved sand filling including compacting,watering etc.
complete as per drawing, specification & as directed by Owner/consultant.M3 250 -
2.07
Providing and laying R.C.C NP3 class pipe with collar joints including
jointing and filleting etc. complete as specified and as directed. (All the pipes
supplied shall conform to latest I.S. 458. The contractor shall also arrange to
get the pipes tested in accordance with tests specified in latest I.S. 3597 at
contractor's cost and as directed. Testing shall be carried out in presence of
Municipal staff / site staff. Laying of concrete pipes shall be carried out as
per latest I.S 783).
a) 400 mm Dia M 11637 -
b) 450 mm Dia M 2898 -
c) 600 mm Dia M 2619 -
d) 700 mm Dia M 1412 -
e) 800 mm Dia M 1126 -
f) 900 mm Dia M 1459 -
g) 1000 mm Dia M 1532 -
h) 1200 mm Dia M 924 -
i) 1400 mm Dia M 1357 -
Page 3 of 7
SN Description Unit Quantity Rate Amount
2.08
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering- 1:3:6(1 Cement : 3 coarse
sand(zone III): 6 Graded stone aggregate 40 mm nominal size)
M3 738 -
2.09
Providing and laying in position machine batched and machine mixed design
M-25 grade cement concrete for reinforced concrete work, using cement
content as per approved design mix, including pumping of concrete to site of
laying but excluding the cost of centering, shuttering, finishing and
reinforcement, including admixtures in recommended proportions as per
IS:9103 to accelerate, retard setting of concrete, improve workability without
impairing strength and durability as per direction of Engineer-in-charge.
(Note:- Cement content in this item is @330kg/cum.
All Works upto Plinth level.
M3 764 -
2.10
Providing and fixing at all levels to correct line & plumb, plain formwork
made of plywood/MS shuttering/planks for horizontal/ vertical/ circular RCC
members for all RCC works including necessary staging, strutting, bracing
etc., keeping the same in position during concreting and removing after the
specified curing period and including all consumables etc complete as per
drawing, specification and as directed by EIC Note: Form work measurement
will be on contact area of concrete only.
M2 7819 -
Page 4 of 7
SN Description Unit Quantity Rate Amount
2.11
Supplying, cutting, bending to shape, fabricating, fixing and tying in position
TMT Reinforcement Steel of Fe 500 grade at all levels and location as
shown in the structural drawing.
The reinforcement shall be of an approved brand viz TATA / SAIL / VIZAG
or equivalent and the rate shall include cost of supply & tying reinforcement
with 18 gauge GI binding wire shall be included in the reinforcement rate.
The unit rate shall also include cost of all related operations viz inputs of
labour, materials, tools and tackle, equipment, machinery etc complete.
For measurement purpose actual quantity for reinforcement bars provided
and authentic laps OR couplers provided shall be considered. Steel required
for M.S. hooks, spacer bars, chairs, pins and for temporary fixing & supports
shall not be considered for payment.
MT 75.0 -
2.12
Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910, on 12 mm dia steel bar confirming to IS
:1786, having minimum cross section as 23mmx25mm and over all
minimum lengths 263 mm and width 165 mm with minimum 112 mm space
between protruded legs having 2 mm tread on top surface by ribbing and
chequering besides necessary and adequate anchoring projections on tail
length on 138 mm as per standard drawing and suitable to withstand drawing
and suitable to stand the bend test and chemical resistance test as per
specifications and having manufacture permanent identification mark visible
even after fixing, including fixing in manholes with 30x30x15 cm cement
concrete block 1:3:6 complete as per design
NOS 2963 -
2.13
Providing and fixing in position pre-cast R.C.C/SFRC manhole cover and
frame of required shape and approved quality: EHD-35 Square Shape of
Dimensions 560 mm x 560 mm
NOS 539 -
Page 5 of 7
SN Description Unit Quantity Rate Amount
2.14
Brickwork with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth.
Cement mortar 1:4 (1 cement: 4 coarse sand)
CUM 1461 -
2.15
Provoding and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - 1:2:4 (1 cement: 2 coarse
sand(zone III): 4 graded stone aggregate 20mm nominal size)
CUM 259 -
2.16 12mm thick cement plaster 1:3 finished with a floating coat of neat cement M2 3569 -
2.17
Extra over the rate for cement conrete work for making and finishing
benching and complicated floor work in manholes ,floating coat of neat
cement
M2 41.00 -
2.18
Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landinds, balconies, shelves, chajjas, lintels, bands, plain
window sills, staircases and spiral staircases above plinth level, excluding the
cost of centering, shutteringn finishing and reinforcement, with 1:1.5:3(1
cement: 1.5 coarse sand(zoneIII): 3 graded stone aggregate20mm nominal
size)
M3 327 -
2.19
Providing and Laying in position Cement concrete of Specified grade
excluding the cost of centering and shuttering -All work upto plinth level:
1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
M3 1756 -
Page 6 of 7
SN Description Unit Quantity Rate Amount
2.20
Supplying from approved source and Laying graded Granular Sub base of
specified and approved geotechnical parameters in embankment or
depression in specified layer thickness of maximum 250mm, watering and
compacting each layer with specified and approved machinery, tools and
tackles etc including 10T rollers., to achieve Optimum Moisture Content so
as to give specified compaction density not less than 98% Maximum
Modified Dry Density at Optimum Moisture Content determined in
accordance with IS 2720 part VIII etc complete as per MoRTH Specification
and approved design drawings including Quality Control testing,
maintenance and protection as directed by and to the satisfaction of Engineer-
in-Charge.
M3 5267 -
2.21Pre cast road gully in M30 concrete of inner size as mentioned below as per
drawing
a) Single 60x30x77.5 cm NOS 613 -
b) Double 120x30x77.5 cm NOS 981 -
- Total
Page 7 of 7
SN Description Unit Quantity Rate Amount
3.01
Excavating trenches by mechanical/manual means, of required width for pipes,
cables, etc including excavation for sockets, and dressing of sides, ramming of
bottoms, including getting out the excavated soil, and then returning the soil as
required, in layers not exceeding 20 cm in depth, including consolidating each
deposited layer by ramming, watering,
etc. and disposing of surplus excavated soil as directed, within a lead
of 50 m : In all sort of soils and soft murrum,
3.01.1 Excavation from 0 to 1.5m depth
a) Pipes exceeding 80 mm dia, but not exceeding 300 mm dia M 10408 -
3.01.2 Excavation from 1.5 m to 3.0 m depth
a) 80 to 300 mm M 9724 -
b) 300 to 600 mm M 1882 -
3.01.3 Excavation above 3.0 m depth
a) 80 to 300 mm M 171 -
b) 300 to 600 mm M 1594 -
3.02
Earth work in excavation by mechanical means (Hydraulic excavator) / manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm
on plan) including getting out and disposal of excavated earth lead upto 50 m
and lift upto 1.5 m, as directed by Engineer-in-charge.
For manholes In all sort of soils and soft murrum
a) From 0 to 1.5 m depth M3 1819 -
Schedule 3 : BOQ -Sewerage Network Scheme
Page 1 of 9
SN Description Unit Quantity Rate Amount
b) From 1.5 to 3.0 Mtr M3 2957 -
c) 3.0 Mtr and above M3 1011 -
3.03
Extra for Dewatering -Extra rates for quantities of works, executed: In or
under foul position, including pumping out water as required in all sorts of soil
and soft murrum.
a) For pipes below 3.0 m to 3.3 m M 95 -
b) For pipes below 3.3 m to 3.6 m M 124 -
c) For pipes below 3.6 m to 3.9 m M 56 -
d) For pipes below 3.9 m to 4.2 m M 9 -
3.04
Open/Closed timbering in trenches for shoring and strutting including use of
and waste of all necessary timber works incluiding walling, strutts, open
polling boards/ horizontal sheeting, runners etc as may be necessary and fixing
and removal complete (measurements to be taken of the face/ area timbred).
Including cost of local wood material
a) Depth - 0 to 1.5 metre M2 31224 -
b) Depth - 1.5 m to 3.0 metre M2 52227 -
c) Depth - 3.0 m to 4.5 metre M2 25542 -
Page 2 of 9
SN Description Unit Quantity Rate Amount
3.05
Providing and laying in position ready mixed plain cement concrete, with
cement content as per approved design mix and manufactured in fully
automatic batching plant and transported to site of work in transit mixer for all
leads, having continuous agitated mixer, manufactured as per mix design of
specified grade for plain cement concrete work, including pumping of R.M.C.
from transit mixer to site of laying and curing, excluding the cost of centering,
shuttering and finishing, including cost of curing, admixtures in recommended
proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve
workability without impairing strength and durability as per direction of the
Engineer-in-charge.”
All works upto plinth level
M-15 grade plain cement concrete ( cement content considered @ 240
kg/cum)
M3 257 -
3.06
Supplying, cutting, bending to shape, fabricating, fixing and tying in position
TMT Reinforcement Steel of Fe 500 grade at all levels and location as shown
in the structural drawing.
The reinforcement shall be of an approved brand viz TATA / SAIL / VIZAG
or equivalent and the rate shall include cost of supply & tying reinforcement
with 18 gauge GI binding wire shall be included in the reinforcement rate. The
unit rate shall also include cost of all related operations viz inputs of labour,
materials, tools and tackle, equipment, machinery etc complete.
For measurement purpose actual quantity for reinforcement bars provided and
authentic laps OR couplers provided shall be considered. Steel required for
M.S. hooks, spacer bars, chairs, pins and for temporary fixing & supports shall
not be considered for payment.
MT 65 -
Page 3 of 9
SN Description Unit Quantity Rate Amount
3.07
Providing and laying Sulphate Resistant R.C.C NP3 class pipe with collar
joints including
jointing and filleting etc. complete as specified and as directed. (All
the pipes supplied shall conform to latest I.S. 458. The contractor
shall also arrange to get the pipes tested in accordance with tests
specified in latest I.S. 3597 at contractor's cost and as directed.
Testing shall be carried out in presence of Municipal staff / site
staff. Laying of concrete pipes shall be carried out as per latest I.S
783).
a) 200 mm dia M 1989 -
b) 250 mm dia M 16340 -
c) 300 mm dia M 1974 -
d) 400 mm dia M 2081 -
e) 450 mm dia M 725 -
f) 500 mm dia M 670 -
g) 600 mm dia M 1073 -
Page 4 of 9
SN Description Unit Quantity Rate Amount
3.08
Providing,laying and jointing of 200 mm diameter of DWC as described in IS
Code including the cost of jointing material as well as
carriage,loading,unloading stacking,handling,re-handling etc. comlete in all
respect to the satisfaction to the EIC, with hydraulic testing of sewer line
including cost of water and equipment required fortesting. The work includes
earthwork in excavation in all types of soil such as
murrum,sand,sandysilt,black cotton soil,hard soil,kankar etc. including
disposing off surplus excavated material with in alead of 50 meter including
cost of close timbering beyond 1.50meter average invert depth,shoring and
strutting and refilling of trenches with excavated material, watering and
ramming in layers as per PWD specifications complete in all respect and as per
direction of Engineer-in-charges:
M 800 -
3.09
Providing,laying and jointing of 250 mm diameter of DWC as described in IS
Code including the cost of jointing material as well as
carriage,loading,unloading stacking,handling,re-handling etc. comlete in all
respect to the satisfaction to the EIC, with hydraulic testing of sewer line
including cost of water and equipment required fortesting. The work includes
earthwork in excavation in all types of soil such as
murrum,sand,sandysilt,black cotton soil,hard soil,kankar etc. including
disposing off surplus excavated material with in alead of 50 meter including
cost of close timbering beyond 1.50meter average invert depth,shoring and
strutting and refilling of trenches with excavated material, watering and
ramming in layers as per PWD specifications complete in all respect and as per
direction of Engineer-in-charges:
M 800 -
Page 5 of 9
SN Description Unit Quantity Rate Amount
3.10
Providing,laying and jointing of 250 mm diameter of DWC as described in IS
Code including the cost of jointing material as well as
carriage,loading,unloading stacking,handling,re-handling etc. comlete in all
respect to the satisfaction to the EIC, with hydraulic testing of sewer line
including cost of water and equipment required fortesting. The work includes
earthwork in excavation in all types of soil such as
murrum,sand,sandysilt,black cotton soil,hard soil,kankar etc. including
disposing off surplus excavated material with in alead of 50 meter including
cost of close timbering beyond 1.50meter average invert depth,shoring and
strutting and refilling of trenches with excavated material, watering and
ramming in layers as per PWD specifications complete in all respect and as per
direction of Engineer-in-charges:
M 400 -
3.11
Providing and laying in position machine batched and machine mixed design
M-25 grade cement concrete for reinforced concrete work, using cement
content as per approved design mix, including pumping of concrete to site of
laying but excluding the cost of centering, shuttering, finishing and
reinforcement, including admixtures in recommended proportions as per
IS:9103 to accelerate, retard setting of concrete, improve workability without
impairing strength and durability as per direction of Engineer-in-charge.
(Note:- Cement content in this item is @330kg/cum.
All Works upto Plinth level.
M3 832 -
Page 6 of 9
SN Description Unit Quantity Rate Amount
3.12
Providing and fixing at all levels to correct line & plumb, plain formwork
made of plywood/MS shuttering/planks for horizontal/ vertical/ circular RCC
members for all RCC works including necessary staging, strutting, bracing
etc., keeping the same in position during concreting and removing after the
specified curing period and including all consumables etc complete as per
drawing, specification and as directed by EIC Note: Form work measurement
will be on contact area of concrete only.
Centering and shuttering including strutting,propping etc and removal of form
for all heights:Walls (any thickness) including attached
pilasters,butteresses,plinth and string courses etc.
M2 6527 -
3.13
Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910, on 12 mm dia steel bar confirming to IS :1786,
having minimum cross section as 23mmx25mm and over all minimum lengths
263 mm and width 165 mm with minimum 112 mm space between protruded
legs having 2 mm tread on top surface by ribbing and chequering besides
necessary and adequate anchoring projections on tail length on 138 mm as per
standard drawing and suitable to withstand drawing and suitable to stand the
bend test and chemical resistance test as per specifications and having
manufacture permanent identification mark visible even after fixing, including
fixing in manholes with 30x30x15 cm cement concrete block 1:3:6 complete
as per design
NOS 4482 -
3.14
Providing and fixing RCC/SFRC Cover and frame (heavy duty EHD-35 grade
designation) 560 mmx560mm Square shape conforming to I.S. 12592, total
weight of cover and frame to be not less than 182 kg. fixed in cement concrete
M20 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal
size)
Precast RCC Covers
NOS 760 -
Page 7 of 9
SN Description Unit Quantity Rate Amount
3.15
Providing and Laying in position Cement concrete of Specified grade
excluding the cost of centering and shuttering -All work upto plinth level:
1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
M3 750 -
3.16
Supplying from approved source and Laying graded Granular Sub base of
specified and approved geotechnical parameters in embankment or depression
in specified layer thickness of maximum 250mm, watering and compacting
each layer with specified and approved machinery, tools and tackles etc
including 10T rollers., to achieve Optimum Moisture Content so as to give
specified compaction density not less than 98% Maximum Modified Dry
Density at Optimum Moisture Content determined in accordance with IS 2720
part VIII etc complete as per MoRTH Specification and approved design
drawings including Quality Control testing, maintenance and protection as
directed by and to the satisfaction of Engineer-in-Charge.
M3 2249 -
3.17
Providing and Erection of RCC ventilating column having minimum 200mm
i/d and height 11.0 m above ground level including cap, cowl or wire dome
etc. complete including carriage fixing and setting the same in position and
embedded in foundation blocks in cement concrete complete to the satisfaction
of Engineer-in-Charge
Nos. 10 -
3.18
Brickwork with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth.
Cement mortar 1:4 (1 cement: 4 coarse sand)
M3 2025 -
3.19
Provoding and laying in position cement concrete of specified grade excluding
the cost of centering and shuttering - 1:2:4 (1 cement: 2 coarse sand(zone III):
4 graded stone aggregate 20mm nominal size)
M3 147 -
Page 8 of 9
SN Description Unit Quantity Rate Amount
3.20 12mm thick cement plaster 1:3 finished with a floating coat of neat cement M2 4992 -
3.21Extra over the rate for cement conrete work for making and finishing benching
and complicated floor work in manholes ,floating coat of neat cementM2 1026 -
3.22
Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landinds, balconies, shelves, chajjas, lintels, bands, plain
window sills, staircases and spiral staircases above plinth level, excluding the
cost of centering, shutteringn finishing and reinforcement, with 1:1.5:3 (1
cement: 1.5 coarse sand (zoneIII): 3 graded stone aggregate 20mm nominal
size)
M3 350 -
Total -
Page 9 of 9
SN Description Unit Quantity Rate Amount
4.01
Earth work in excavation by mechanical means (Hydraulic excavator)
/manualmeans in foundation trenches or drains (not exceeding 1.5 m in width or
10sqm on plan) including dressing of sides and ramming of bottoms,lift upto
1.5m including getting out the excavated soil and disposal of surplus excavated
soil as directed within lead of 50m
a) For Depth upto 1.5m M3 86361 -
b) For Depth 1.5 to 3.0 m M3 9596 -
4.02
Excaveting trenches of required width for pipes, cables, etc including excavation
for sockets and dressing of sides, ramming of bottoms depth upto 1.5 m,
including getting out the excavated soil, and then returning the soil as required, in
layer not exceeding 20 cm in depth, including consolidating each deposited layer
by ramming, watering etc and disposing of surplus excavated soil as directed,
within in lead of 50 m
300 MM I/D M 7198 -
4.03
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
a) For Depth upto 1.5m M3 24632 -
b) For Depth 1.5 to 3.0 m M3 2463.229 -
4.04Rubble soling: Filling with soling under pipe including watering, ramming,
consoilidation and dressingetc. complete.
a) Spreading Sand M3 233.81 -
b) Spreading gravel M3 2269.00 -
Schedule 4 : BOQ -Electrical Trench (Civil Works)
Page 1 of 5
SN Description Unit Quantity Rate Amount
4.05
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level
1:4:8 (1 cement : 4 coarse sand (Zone III) : 8 graded stone aggregate 40 mm
nominal size)
M3 2057.70 -
4.06
Providing and laying in position machine batched and machine mixed design M-
25 grade cement concrete for reinforced concrete work, using cement content as
per approved design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and reinforcement, including
admixtures in recommended proportions as per IS:9103 to accelerate, retard
setting of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge. (Note:- Cement content in this item is
@330kg/cum.
All Works upto Plinth level.
M3 14296.79 -
4.07Centering and shuttering including strutting, propping etc and removal of prop for
all heights: Foundations, footings, bases of columns,etc. for mass concreteM2 14903 -
Providing and fixing below FGL to correct level, line & plumb, plain formwork
made of plywood/MS shuttering/planks for horizontal/ vertical RCC members for
all RCC works including necessary staging, strutting, scaffolding, bracing etc.,
keeping the same in position during concreting and removing after the specified
curing period and including all consumables etc. complete as per drawing,
specifications and as directed by EIC. Note: Form work measurement will be on
contact area of concrete only.150034 - 4.08 M2
Page 2 of 5
SN Description Unit Quantity Rate Amount
Centering and shuttering including strutting, propping etc. and removal of form
for all heights:
Walls of Electrical trench (any thickness) including attached pilasters,
butteresses, plinth and string courses etc.
4.09
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 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
M3 1429.7 -
4.10
Supplying, cutting, bending to shape, fabricating, fixing and tying in position
TMT Reinforcement Steel of Fe 500 grade at all levels and location as shown in
the structural drawing.
The reinforcement shall be of an approved brand viz TATA / SAIL / VIZAG or
equivalent and the rate shall include cost of supply & tying reinforcement with 18
gauge GI binding wire shall be included in the reinforcement rate. The unit rate
shall also include cost of all related operations viz inputs of labour, materials,
tools and tackle, equipment, machinery etc complete.
For measurement purpose actual quantity for reinforcement bars provided and
authentic laps OR couplers provided shall be considered. Steel required for M.S.
hooks, spacer bars, chairs, pins and for temporary fixing & supports shall not be
considered for payment.
MT 1286.71 -
4.11
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.
KG 573019 -
150034 - 4.08 M2
Page 3 of 5
SN Description Unit Quantity Rate Amount
4.12
Providing, laying and jointing of non-pressure NP2 class (light duty) R.C.C.pipes
with Collar jointed with stiff mixture of cement mortar in the proportion of 1:2
(1cement :2 fine sand) including 1:3:6 cement concrete all round 100mm thick,
including excavation to required depth and backfilling of sand testing of joints
etc. complete. For 300 mm dia
M 7198 -
4.13 RCC Precast Top cover size 1.35 x 0.3x.07 in M30 cement Concrete Each 3932 -
4.141:1.5:3 (1 cement: 1.5coarse sand (zone III) : 3 graded stone aggregate 20 mm Nominal
SizeCum 969.88 -
4.15
Supplying, cutting, bending to shape, fabricating, fixing and tying in position TMT
Reinforcement Steel of Fe 500 grade at all levels and location as shown in the structural
drawing.
The reinforcement shall be of an approved brand viz TATA / SAIL / VIZAG or equivalent
and the rate shall include cost of supply & tying reinforcement with 18 gauge GI binding
wire shall be included in the reinforcement rate. The unit rate shall also include cost of
all related operations viz inputs of labour, materials, tools and tackle, equipment,
machinery etc complete.
For measurement purpose actual quantity for reinforcement bars provided and
authentic laps OR couplers provided shall be considered. Steel required for M.S. hooks,
spacer bars, chairs, pins and for temporary fixing & supports shall not be considered for
payment.
MT 87 -
Brickwork with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
foundation and plinth.
Cement mortar 1:4 (1 cement: 4 coarse sand)
Cum 0 -
Page 4 of 5
SN Description Unit Quantity Rate Amount
12mm thick cement plaster 1:3 finished with a floating coat of neat cement Sqm 2000 -
- Total
Page 5 of 5
SN Description Unit Quantity Rate Amount
5.01
Excavating trenches of required width for pipes, cables, etc including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not
exceeding 20 cm in depth, including consolidating each deposited layer by ramming,
watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50
m. All Kinds of Soil
a) Pipe Cables exceeding 80mm dia but not exceeding 300mm M 23962 -
b) Pipe Cables exceeding 300mm dia but not exceeding 600mm M 380 -
5.02
Providing and laying S&S Centrifugally Ductile Iron Class K-9 pipes inclusive of
Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees,
reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for
use with D.I.Pipes manufactured as per IS:8329/1994 or its latest revision
ammendement ,delivery of specials is to be made site of works including all taxes,
liading, unloading, carting, stacking, insurance, inspection charges, octroi etc.
complete.With external Bitumen & zinc coating & internal cement mortar lining -
Socket & Spigot Type
a) 100 mm dia M 14090 -
b) 150 mm dia M 5303 -
c) 200 mm dia M 2322 -
d) 250 mm dia M 1718 -
Schedule 5 : BOQ -Water Supply Distribution Network
Page 1 of 4
SN Description Unit Quantity Rate Amount
e) 300 mm dia M 529 -
f) 350 mm dia M
g) 400 mm dia M 380 -
5.03
Providing and fixing C.I. double acting air valve of approved quality with
bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if
required will be paid separately)
a) 50 mm dia Each 9 -
b) 80 mm dia Each 3 -
5.04Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber
insertions etc. (the tail pieces if required will be paid separately)
a) 100 mm dia Each 138 -
b) 150 mm dia Each 41 -
c) 200 mm dia Each 18 -
d) 250 mm dia Each 11 -
e) 300 mm dia Each 4 -
f) 400 mm dia Each 3 -
5.05Providing and fixing Scour valves (with cap) complete with bolts,nuts, rubber
insertions etc. (the tail pieces if required will be paid separately)
a) 100mm DIA Each 6 -
b) 150mm DIA Each 1 -
c) 300mm DIA Each 2 -
d) 400mm DIA Each 3 -
Page 2 of 4
SN Description Unit Quantity Rate Amount
5.06
Providing & fixing CI fire hydrants completion jointing material i.e nut bolts & any
other items duly IS marked Conforming to specification including loading, unloading
handling , re-handling stacking etc. complete in all respects to the satisfaction of the
Engineer-in-Charge
100mm DIA
Each 60 -
5.07
Providing and supplying of CI tail pieces for sluice valve at store or at site of work
including freight. Loading, unloading, insurance, inspection charges, octroi, and all
taxes etc complete as per IS-8329-1994 with ISI mark.
FLANGE ENDED 80mm TO 300mm DIA
KG 200 -
5.08
Constructing masonry Chamber inside, in brick work in cement mortar 1:4 (1 cement :
4 coarse sand) for sluice valve and Flow Meter Chamber,with C.I. surface box 100mm
top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
and RCC top slab 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c
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 :
Chamber Size
a) Chamber (90cm x 90 cm x160) cm Each 288 -
5.09Providing & fixing D.I Double flanged bent Tee, Pubble collar & reducer packing etc,
including cartage to site of work complete in all respectkg 2633 -
5.10
Plot Connections Plot Service Connections with providing & laying GI Pipes of 20mm
Dia with required fitting as per site conditions. It includes Gun metal Valve, ferrule,
drilling, taping DI pipeline of all diameter and connection including cost of heavy
clamp, welding, socket, saddle piece including carriage complete in all respect and as
per the direction of EIC
a) 20 mm dia Each 100 -
Page 3 of 4
SN Description Unit Quantity Rate Amount
b) 40mm Dia Each 57 -
c) 75mm dia Each 38 -
d) 125mm dia Each 10 -
5.11
Providing and laying in position ready mixed plain cement concrete M-15 Grade, with
cement content as per approved design mix and manufactured in fully automatic
batching plant and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of specified grade for plain
cement concrete work, including pumping of R.M.C. from transit mixer to site of
laying and curing, excluding the cost of centering, shuttering and finishing, including
cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/
retard setting of concrete, improve workability without impairing strength and
durability as per direction of the Engineer-in-charge.”
All works upto plinth level
M3 220 -
Total -
Page 4 of 4
SN Description Unit Quantity Rate Amount
6.01
Excavating trenches of required width for pipes, cables, etc including excavation
for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not
exceeding 20 cm in depth, including consolidating each deposited layer by
ramming, watering, etc. and disposing of surplus excavated soil as directed, within
a lead of 50 m. All Kinds of Soil
a) Pipe Cables exceeding 80mm dia but not exceeding 300mm M 21448 -
6.02
Providing, laying, jointing and cutting of HDPE PIPE PE100 (PN 10) trenches to
correct alignment and gradient including cost of jointing material and special as
well as carriage loading unloading stacking, handling, re-handling testing and
commissioning etc. complete in all respect to the satisfaction of the Engineer-in-
Charge. 250mm DIA
a) 50mm DIA M 500 -
b) 65mm DIA M 500 -
6.03
Providing and laying S&S Centrifugally Ductile Iron Class K-9 pipes inclusive of
Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees,
reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable
for use with D.I.Pipes manufactured as per IS:8329/1994 or its latest revision
ammendement ,delivery of specials is to be made site of works including all taxes,
liading, unloading, carting, stacking, insurance, inspection charges, octroi etc.
complete.With external Bitumen & zinc coating & internal cement mortar lining -
Socket & Spigot Type
a) 80mm DIA Ductile Iron K-9 Pipe M 3604 -
Schedule 6: BOQ -Recycling water Distribution
Page 1 of 4
SN Description Unit Quantity Rate Amount
b) 100mm DIA Ductile Iron K-9 Pipe M 8592 -
c) 150mm DIA Ductile Iron K-9 Pipe M 8646 -
d) 200mm DIA Ductile Iron K-9 Pipe M 1384 -
e) 250mm DIA Ductile Iron K-9 Pipe M 1451 -
6.04Providing and fixing wafer type butterfly valve with CF8 : 304 in CI body, SS disk
and spem lever operating IS:13095 Design complete with Required material
a) 90mm DIA EA 10 -
b) 100mm DIA EA 3 -
c) 150mm DIA EA 2 -
d) 200mm DIA EA 11 -
6.05Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber
insertions etc. (the tail pieces if required will be paid separately)
a) 100mm DIA EA 106 -
b) 150 mm dia EA 60 -
c) 200 mm dia EA 11 -
d) 250 mm dia EA 11 -
6.06
Providing and fixing C.I. double acting air valve of approved quality with
bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if
required will be paid separately) :
Page 2 of 4
SN Description Unit Quantity Rate Amount
a) 80mm dia EA 3 -
b) 100 mm dia EA 1 -
c) 200 mm dia EA 2 -
6.07Providing and fixing Scour valves (with cap) complete with bolts,nuts, rubber
insertions etc. (the tail pieces if required will be paid separately) 100mm DIAEA 3 -
6.08
Constructing masonry Chamber inside, in brick work in cement mortar 1:4 (1
cement : 4 coarse sand) for sluice valve and Flow Meter Chamber,with C.I. surface
box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside)
with chained lid and RCC top slab 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c
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 :
Chamber Size
a) Chamber (90cm x 90 cm x160) cm Each 188 -
6.09
Plot Connections Plot Service Connections with providing & laying GI Pipes of
20mm Dia with required fitting as per site conditions. It includes Gun metal Valve,
ferrule, drilling, taping DI pipeline of all diameter and connection including cost of
heavy clamp, welding, socket, saddle piece including carriage complete in all
respect and as per the direction of EIC
a) 20mm Dia EA 100 -
b) 40mm dia EA 57 -
c) 75mm dia EA 38 -
Page 3 of 4
SN Description Unit Quantity Rate Amount
d) 125mm dia EA 10 -
6.10
Providing & Fixing of C.I. Spindle type Sprinklerwith 65 mm outlet ccomplete
with nut & bolt and rubber insertion etc & masonry chamber complete in all
respect.
Each 100 -
- Total
Page 4 of 4
SN Description Unit Quantity Rate Amount
7.01
Excavating trenches of required width for pipes, cables, etc including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not
exceeding 20 cm in depth, including consolidating each deposited layer by ramming,
watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50
m. All Kinds of Soil
For Pipe Cables exceeding 80mm dia but not exceeding 300mm
M 1595 -
7.02Providing & laying approved sand filling including compacting,watering etc.
complete as per drawing, specification & as directed by Owner/consultant.M3 1148 -
7.03
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Class K-9 pipes
inclusive of Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot
bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A series
K12 suitable for use with D.I.Pipes manufactured as per IS:8329/1994 or its latest
revision ammendement ,delivery of specials is to be made site of works including all
taxes, liading, unloading, carting, stacking, insurance, inspection charges, octroi etc.
complete.With external Bitumen & zinc coating & internal cement mortar lining -
Socket & Spigot Type : 300 mm dia
M 1595 -
7.04
Providing and fixing C.I. double acting air valve of approved quality with
bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if
required will be paid separately) : 80mm
Each 1 -
Schedule 7 : BOQ -Water Supply Rising Main
Page 1 of 2
SN Description Unit Quantity Rate Amount
7.05
Providing and supplying of CI tail pieces for sluice valve at store or at site of work
including freight. Loading, unloading, insurance, inspection charges, octroi, and all
taxes etc complete as per IS-8329-1994 with ISI mark.
FLANGE ENDED 80mm TO 300mm DIA
KG 37 -
7.06
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)
300 MM Dia
Each 2 -
7.07Providing and fixing Scour valves (with cap) complete with bolts,nuts, rubber
insertions etc. (the tail pieces if required will be paid separately) 300mm DIAEach 2 -
7.08
Constructing masonry Chamber inside, in brick work in cement mortar 1:4 (1
cement : 4 coarse sand) for sluice valve and Flow Meter Chamber,with C.I. surface
box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with
chained lid and RCC top slab 1:2:4
mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c
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 :
Chamber Size
a) Chamber (90cm x 90 cm x160) cm Each 2 -
- Total
Page 2 of 2