abstract of boq schedules header description estimated amount … · 2018-06-04 · sn description...

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

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


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


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 -


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 -


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 -


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 -


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


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


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



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


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


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


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


2.20


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


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


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


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


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


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


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













M 800 -

Page 5 of 9


3.10













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.


M3 832 -

Page 6 of 9


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


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


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.


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


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


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


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.


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


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


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.


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


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.


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.


Cum 0 -

Page 4 of 5


12mm thick cement plaster 1:3 finished with a floating coat of neat cement Sqm 2000 -

- Total

Page 5 of 5


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


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)


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


a) 100mm DIA Each 6 -

b) 150mm DIA Each 1 -

c) 300mm DIA Each 2 -

d) 400mm DIA Each 3 -

Page 2 of 4


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


Page 3 of 4


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


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


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.


Socket & Spigot Type

a) 80mm DIA Ductile Iron K-9 Pipe M 3604 -

Schedule 6: BOQ -Recycling water Distribution

Page 1 of 4


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


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



required will be paid separately) :

Page 2 of 4


a) 80mm dia EA 3 -

b) 100 mm dia EA 1 -

c) 200 mm dia EA 2 -


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


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


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


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


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


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 -


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.


Socket & Spigot Type : 300 mm dia

M 1595 -

7.04



required will be paid separately) : 80mm

Each 1 -

Schedule 7 : BOQ -Water Supply Rising Main

Page 1 of 2


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


300 MM Dia

Each 2 -


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


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


- Total

Page 2 of 2

abstract of boq schedules header description estimated amount … · 2018-06-04 · sn description...

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