Elsr Boq Exampl

8/11/2019 Elsr Boq Exampl

1/30

Karnataka Rural Water Supply and Sanitation Agency RD and PR Department Additional Financing - Jal Nirm

BILL

No.DESCRIPTION OF ITEM PAGE No.

Amount

(Rs)IN WORDS (Rs)

1SUPPLYING, LAYING AND JOINTING OF GRAVITY MAIN FROM ZBT TO

VILLAGE OHTs

2

CONSTRUCTION OF RCC 4 NUMBERS OF OVER HEAD TANK (ELSR) 75 KL WITH

A STAGING OF 7.50 INCLUDING BARBED WIRE FENCING OF 80 Mtr EACH FOR

Adrahalli,Hullur,sankadal,and devihal villages

3CONSTRUCTION OF RCC OVER HEAD TANK (ELSR) 50,000 LITERS CAPACITY

OVER A STAGING OF 6.5 Mtr FOR SOGIWAL VILLAGE.


OVER A STAGING OF 6.0 Mtr FOR KONDIKOPPA VILLAGE.


OVER A STAGING OF 10.50 Mtr FOR KUNDRAHALLI TANDA VILLAGE.


OVER A STAGING OF 12.00 Mtr FOR adrakatti VILLAGE.


OVER A STAGING OF 12.00 Mtr FOR HARADAGATTI VILLAGE.

8 CONSTRUCTION OF THRUST BLOCK OF SIZE (1.2 x 1.2 x 1.2 m ) .39nos

1

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].

3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern.[ITB Clause 27.1]

4 Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1 (b)].

BILL OF QUANTITIES -PACKAGE 3

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantity (refer:

ITB Clause 13.2 and GCC Clause 43.3).

Signature of Contractor

No. of Correction(s) ( )

No. of Overwriting(s)( ) Signature of Ady


2/30

Karnataka Rural Water Supply and Sanitation Agency RD and PR Department Additional Financing - Jal Nirm

BILL

No.DESCRIPTION OF ITEM PAGE No.

Amount

(Rs)IN WORDS (Rs)

11 CONSTRUCTION OF AIR VALVE CHAMBER 41 Nos

12 CONSTRUCTION OF scour valve chamber 62 No's

1


3 Where there is a discrepancy between the rate in f igures and words, the rates in words will govern.[ITB Clause 27.1]

4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantity (refer:


Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1 (b)].

TOTAL =

TOTAL IN WORDS

TOTAL IN FIGURES



No. of Overwriting(s)( ) Signature of Ady


3/30

Karnataka Rural Water Supply and Sanitation Agency RD and PR Department

In

Figures

(Rs.)

In Wor

1 2 3 4 5 6 71 Earth Work Exacavation for pipeline trenches including

depositing on bank upto a lead of 50 m including shoring and

strutting danger lighting and using sight rails and boning

rods at every 100 mtrs where ever necessary as directed in the

following strata Mechanical means. complete with all respect

as per specification as directed by engineers incharge

For Pipe of dia 250mm and above

a) In Ordinary Soil Cum 9246.15

b) In Hard Soil Cum 9044.09

c) In Soft Rock Cum 2649.40

d) In Hard Rock with blasting Cum 3101.61

For Pipe Below 250mm Dia

a) In Ordinary Soil Cum 26851.19

b) In Hard Soil Cum 22946.58

c) In Soft Rock Cum 10980.18

d) In Hard Rock with Blasting Cum 7604.05

1



4 Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall gover

2 to 2.11/

71 to 77

Unit Quantity

Rate

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices


o. :- , s e er raw nSECTION OF GRAVITY MAIN OF ALL ZONES

2 to 2.11/

71 to 77

Sl.N

oDescription

Technical

Specifications

Para no/Page

no/Item no



No. of Overwriting(s)( )


4/30


InFigures

Rs.

In Wo

1 2 3 4 5 6 7

Unit Quantity

.

o Description

Para no/Page

no/Item no

2 Providing murrum or sand bedding for pipeline including

watering and consolidation by punners etc. complete with all

lead and lift (in black cotton soil & rock reaches) complete

with all respect as per specification as directed by engineers

incharge

2.4.4 / 74 & 4.20.17

/ 112Cum 2737.97

3 Cutting of road surface for pipeline trenches and disposing of

the exacavated stuff as directed including barricading, danger

lighting etc. in the following classification.complete with all

respect as per specification as directed by engineers incharge

Cutting macadam road Cum 18.00

Cutting asphalt road Cum 39.00

4 Providing and laying reinforced cement concrete pipe NP2

for culverts including pointing ends, and fixing collers with

cement morter 1:2 including cost of all materials, labour,

curing complete as per specifications.as directed by engineer

incharge

450mm dia (For 250mm dia and above) Rmt 85.00

300mm dia (For below 250mm dia) Rmt 255.00

1



4

2.5.3 / 75

5.1 to 5.2.1 / 153 to

154

tem or w c no rate or pr ce as een entere n w not e pa or y t e mp oyer w en execute an s a e eeme covere y t e ot er rates an pr ce


Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall gov





5/30


InFigures

Rs.

In Wo

1 2 3 4 5 6 7

Unit Quantity

o Description

Para no/Page

no/Item no

5 Refilling the Basement and pipeline trenches with selected

avalable earth from trench exacavation including, watering,

Consolidation in layers of 15 cm. thick including disposing of

the surplus earth with a lead of 200 meters.complete with all

respect as per specification as directed by engineers incharge

2.5 to 2.5.2 / 74 Cum 21303.28

6 Providing and installing at site of work P.V.C. pipes

including cost of pipes and specials and labour, including

lowering into trenches, laying true to line, level and perfect

linking at joints leak proof including jointing of approved

type with all labour and lift charge, handling charges

including encacing the pipe alround to a depth not less than

15 cms with gravel or selected earth available from the

excavation etc.Giving hydraulic test for C.I., R.C.C., P.V.C.,

H.D.P.E., or A.C pipe line to the pressure equal to 2 items the

working pressure including cost of supply of water., complete

with all respect as per specification as directed by engineers

incharge

10 to 10.5 / 93 to 97

PVC - 10 Ksc Pi es200 mm dia Rmt 900.00

63 mm dia Rmt 121.54PVC - 6 Ksc Pipes

200 mm dia Rmt 9590.00

180 mm dia Rmt 4000.00160 mm dia Rmt 9145.00

1

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].3 ere t ere s a screpancy etween t e rate n gures an wor s, t e rates n wor s w govern. ause .

4

10 to 10.5 / 93 to 97

10 to 10.5 / 93 to 97



Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall gover





6/30


InFigures

(Rs.)

In Wo

1 2 3 4 5 6 7

Unit Quantity

o Description

Para no/Page

no/Item no

140 mm dia Rmt 10045.00

110 mm dia Rmt 18865.00

90 mm dia Rmt 8625.00

75 mm dia Rmt 3685.00

63 mm dia Rmt 4950.00

50 mm dia Rmt 5850.00

payment conditions

providing and installing at site of work PVC pipes ,valves

and specials as per relevant IS Codes including cost ofpipe,valves and specials and labour,including lowering into

trenches,layuing true to line,level and perfect linking at

joints leak proof including jointing of approved type with

all labour and lift charges ,handling charges including

encasing the pipe alround to a depth not lessthan 15 cms

with gravel or selected earth available from the excavation

etc complete including Water Meters excluding the Nala and

state highway crossings-60%

Hydraulic test for PVC pipelines to the pressure equal to

two times respectively the workuing pressure including cost

of supply of water -20%

commissioning-20%

1



4








7/30


InFigures

(Rs.)

In Words

1 2 3 4 5 6 7

Unit Quantity

.

o Description

Para no/Pageno/Item no

7 Supplying H.D.P.E pipes conferming to IS 4948:1995 with

latest amendments and conveying to work site including

loading and unloading at both destination and rolling,

lowering into trenches,laying true to line and joining to pipes

and specials including encasing the pipe around to a depth of

not less than 15cm with soft gravel or selected earth available

from the excavation etc., complete. giving hydraulic test as

per relevant ISS with all lead and lift including testing and

commissioning.The rate is exclusive of required specials and

fittings etc., complete(Contractor will make his own

arrangement for procuring water for testing) complete with allrespect as per specification as directed by engineers incharge

10 to 10.5 / 93 to 97

H.D.P.E Pipes

400 mm dia Rmt 8465.00

355 mm dia Rmt 3875.00

280 mm dia Rmt 3550.00

250 mm dia Rmt 5480.00

payment conditions

providing and installing at site of work HDPE pipes ,valvesand specials as per relevant IS Codes including cost of

pipe,valves and specials and labour,including lowering into

trenches,layuing true to line,level and perfect linking at joints

leak proof including jointing of approved type with all labour

and lift charges ,handling charges including encasing the pipe

alround to a depth not lessthan 15 cms with gravel or selected

earth available from the excavation etc complete including

Water Meters excluding the Nala and state highway crossings

60%





8/30


In

Figures

(Rs.)

In W

1 2 3 4 5 6

Unit Quantity

.o Description

Para no/Page

no/Item no

Hydraulic test for HDPE pipelines to the pressure equal to

two times respectively the workuing pressure including cost

of supply of water-20%

commissioning-20%

9 Supplying and fixing CI valves of Board approved make

conforming to relevant ISS with latest amendments as

detailed below of following diameters and types and

conveying to work site, loading, unloading, stacking etc,

complete with all lead and lift as per specification as directed

by engineers

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and pri


Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall g





9/30


In

Figures

(Rs.)

In W

1 2 3 4 5 6

Unit Quantity

.o

Description

Para no/Page

no/Item no

(A) CI D.F. Non rising spindle Sluice valves (Category-1)

Body & Seat ring SS PN 1.6 Conforming to IS 14846 : 2000

350 mm dia Each 5.00






80 mm dia 19.00

As Scour Valve


(B) CI Tamper proof Air valves PN 1.6-dimension as per

sketch enclosed and specification Conforming to IS 14845 :

2000


1



4

11 to 12.1 / 98 to 99

11 to 12.1 / 98 to 99

em or w c no ra e or pr ce as een en ere n w no e pa or y e mp oyer w en execu e an s a e eeme covere y e o er raes an p


Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall g





10/30


InFigures

Rs.

In Wo

1 2 3 4 5 6 7

Unit Quantity

o Description

Para no/Page

no/Item no

10 Providing and fixing of Double Flanged Bulk Water Meter.

Elster (ABB / Kent) H4000 Make Woltmann Type Double

Flanged Turbine Type Bulk Water Meter with removable

mechanism and magnetic drive. The Water Meters would

strictly conform to Class - B of ISO : 4064 Standard and will

bear EEC Certification Mark. The Registration Box would be

hermetically sealed and would be a completely separate unit

with super dry dial and straight reading type. The Impeller

would be hydro dynamically balanced for long term

meteorological reliability and would be the only unit to comein direct contact with flowing water. All other mechanisms

would be completely sealed. Basket Type Dirt Box with

Stainless Steel Strainer suitable for Flanged Connections in

installation of Bulk Water Meters. complete as per

specification as directed by engineers incharge

1 to 15.7/103 to 104

350 mm dia part-19 / 1 to

15.7/103 to 104Each 1.00


15.7/103 to 104Each 1.00

250 mm diapart-19 / 1 to15.7/103 to 104 Each 6.00


15.7/103 to 104Each 4.00


15.7/103 to 104Each 8.00


15.7/103 to 104Each 16.00


15.7 103 to 104Each 19.00

Tot

1



4 Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall gov

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and price






11/30


12/30

Karnataka Rural Water Supply and Sanitation Agency RD and PR Department Addition

In Figures

(Rs.)In Words Amou

1 2 3 4 5 6 7

QuantitySl No Unit

Technical

Specifications

Para no/Page

no/Item no

Description

Rate in Rs

Supplying valves of board approved make confirming torelevant ISS with latest amendments as detailed below of

following diameters and types and conveying to work site,

loading, unloading, stakinf etc. complete with all lead and lift

and fixing CI valves. the rate is inclusive of cost jointing

materials

Sluice Valve 100 mm dia No 4.00

Scour Valve 80 mm dia No 12.00

Providing and casting RCC spiral stair case for the OHT

including steel reinforcement etc..complete. No 4.00

4 nos of chain link Fencing for P-OHT's for a length of 80 Mtrs

each No 4.00

All the above works be carried out as per the drawings enclosed,

as per the specifications and also as per the instructions of the

Engineer-in-Charge.

PAYMENT CONDITION FOR OHT (ELSR)Completion of earth work and foundation - 10%

Completion of bottom slab - 15%

Completion of side wall - 20%

Completion of fencing & roof slab - 15%

Finishing works - 10%

Pipe connections and accessories - 15%Hydraulic Testing - 10%

Commissioning and trial running - 5%

TOTAL

1



4 Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1 (b)].

em or w c no ra e or pr ce as een en ere n w no e pa or y e mp oyer w en execu e an s a e eeme covere y e o er ra es an pr ces n e o uan y re er

Clause 13.2 and GCC Clause 43.3).

13 to 16 / 99 to 105





13/30

Karnataka Rural Water Supply and Sanitation Agency RD and PR Department Additiona

In Figures

Rs.In Words Amount (R

1 Constructing RCC Over Head Tank (ELSR) of 50,000 litres

capacity over a staging of 6.5 Mtr, conforming to the design

and drawing enclosed with the bid document including

excavation in all types of strata providing and casting column

footing/ Raft, columns, braces, ring beams, bottom dome,

conical portion, shell portion, top dome, landing with

providing and fabricating required steel reinforcement as per

design etc.. complete. All structural members and water

retaining structures are to be in M-30 concrete. For shell

portion CM plastering 1:3 proportion 20 mm thick with an

admixture of water proof compound of requisite proportion

and of approved quality to be provided for inside. Providingtwo coats of water proof cement painting of approved colour

and shade over one coat of primer, including providing and

fixing all accessories as given below:-

RCC Hexa onal finial and ventilator. No 1M.S.Inspection door of size 60cms x60 cms with MS frame.

No 1

Enamelled gauge plate water level indicator. No 1

Copper Lightening Arrestor No 1

Providin and fixin 32 MM dia GI i e 'A' class i e railin RMT 37.39Anodised Aluminium ladder No 4

1

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ ITB Clause 14.1].


4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantity (refer: ITBClause 13.2 and GCC Clause 43.3).


BILL. NO. 3. CONSTRUCTION OF RCC OVER HEAD TANK (ELSR) 50,000 LITERS CAPACITY OVER A STAGING OF 6.5 Mtr

INCLUDING CHAIN LINK FENCING FOR SOGIWAL VILLAGE. (DWG NO ADH/MVS/GADAG/PCC-OHT-05)

QuantitySl

No Unit

Technical

Specifications

Para no/Page

no/Item no

Rate in Rs

Description

13 to 14 / 99 to 103





14/30


In Figures

Rs.In Words A

QuantitySl

NoUnit

Technical

Specifications

Para no/Page

no/Item no

Rate in RsDescription

Supplying valves of board approved make confirming torelevant ISS with latest amendments as detailed below of

following diameters and types and conveying to work site,

loading, unloading, stakinf etc. complete with all lead and lift

and fixing CI valves. the rate is inclusive of cost jointing

materials

Sluice Valve 100 mm dia No 1

Scour Valve 80 mm dia No 3

Providing and casting RCC spiral stair case for the OHT

including steel reinforcement etc..complete.No 1

chain link Fencing for P-OHT's for a length of 80 Mtrs eachNo 1.00

All the above works be carried out as per the drawingsenclosed, as per the specifications and also as per the

instructions of the Engineer-in-Charge.






Pipe connections and accessories - 15%

Hydraulic Testing - 10%


1



4

Total Rs.Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quant



13 to 16 / 99 to 105





15/30

Karnataka Rural Water Supply and Sanitation Agency RD and PR Department Additiona

In Figures

(Rs.)In Words Amount (R


capacity over a staging of 6.0 Mtr, conforming to the design and

drawing enclosed with the bid document including excavation in

all types of strata providing and casting column-footing/ Raft,

columns, braces, ring beams, bottom dome, conical portion, shell

portion, top dome, landing with providing and fabricating

required steel reinforcement as per design etc.. complete. All

structural members and water retaining structures are to be in M-

30 concrete. For shell portion CM plastering 1:3 proportion 20

mm thick with an admixture of water proof compound ofrequisite proportion and of approved quality to be provided for

inside. Providing two coats of water proof cement painting of

approved colour and shade over one coat of primer, including

providing and fixing all accessories as given below:-

RCC Hexagonal finial and ventilator. No 1

M.S.Inspection door of size 60 cms x 60 cms with MS frame.No 1.00

Enamelled gauge plate water level indicator.(2.65m long) No 1.00

Copper Lightening Arrestor No 1.00

Providin and fixin 32 MM dia GI i e 'A' class i e railin in 2 Rmt 37.38Anodised Aluminium ladder Rmt 4

1



4

Technical

SpecificationsPara no/Page no/Item

no

Rate in Rs

Description

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantity (refer: ITB



BILL. NO. 4. CONSTRUCTION OF RCC OVER HEAD TANK (ELSR) 50,000 LITERS CAPACITY OVER A STAGING OF 6.0 Mtr

INCLUDING CHAIN LINK FENCING FOR KONDIKOPPA VILLAGE. (Refer Drawing no -ADH/MVS/GADAG/PCC-OHT-05 )

QuantitySlNo

Unit

13 to 14 / 99 to 103





16/30


In Figures

(Rs.)

In Words Am

Technical

Specifications

Para no/Page no/Item

no

Rate in Rs

Description QuantitySl

NoUnit

Supplying valves of board approved make confirming to relevant

ISS with latest amendments as detailed below of following

diameters and types and conveying to work site, loading,

unloading, stakinf etc. complete with all lead and lift and fixing

CI valves. the rate is inclusive of cost jointing materials

Sluice Valve 200 mm dia

Sluice Valve 100 mm dia No 1

Scour Valve 80 mm dia No 3

Conducting hydraulic/ water tightness test for container.

Providing and casting RCC spiral stair case for the OHTincluding steel reinforcement etc..complete.

No 1




Engineer-in-Charge.









1



4

13 to 16 / 99 to 105

Total Rstem or w c no rate or prce as een entere n w not e pa or y t e mp oyer w en execute an s a e eeme covere y t e ot er rates an pr ces n t e o uant ty r







17/30


In Figures

(Rs.)In W

1 Constructing RCC Over Head Tank (ELSR) of 50,000 litres capacity

over a staging of 10.50 Mtr, conforming to the design and drawing

enclosed with the bid document including excavation in all types of

strata providing and casting column-footing/ Raft, columns, braces,

ring beams, bottom dome, conical portion, shell portion, top dome,

landing with providing and fabricating required steel reinforcement

as per design etc.. complete. All structural members and water

retaining structures are to be in M-30 concrete. For shell portion CM

plastering 1:3 proportion 20 mm thick with an admixture of water

proof compound of requisite proportion and of approved quality to be

provided for inside. Providing two coats of water proof cement

painting of approved colour and shade over one coat of primer,

includin rovidin and fixin all accessories as iven below:-

RCC Hexagonal finial and ventilator. No 1.00

M.S.Inspection door of size 60 cms x 60 cms with MS frame. No 1.00

Enamelled gauge plate water level indicator. No 1.00

Copper Lightening Arrestor No 1.00

Providing and fixing 32 MM dia GI pipe 'A' class pipe railing in 2

rows on top dome, flat slab and landings.Rmt 37.39

Anodised Aluminium ladder No 4.00

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantity

Clause 43.3).


BILL. NO. 5. CONSTRUCTION OF RCC OVER HEAD TANK (ELSR) 50,000 LITERS CAPACITY OVER A STAGING OF 10

CHAIN LINK FENCING FOR KUNDRAHALLI TANDA VILLAGE. (Refer Drawing no -ADH/MVS/GADAG/PC

QuantitySlNo

13 to 14 / 99 to 103

Unit

Technical

SpecificationsPara no/Page no/Item

no

RaDescription





18/30


In Figures

Rs.

QuantitySl

No

Unit

Technical

Specifications

Para no/Page no/Item

no

Description

Supplying valves of board approved make confirming to relevant ISS

with latest amendments as detailed below of following diameters and

types and conveying to work site, loading, unloading, stakinf etc.

complete with all lead and lift and fixing CI valves. the rate is

inclusive of cost jointing materials

Sluice Valve 200 mm dia




Providing and casting RCC spiral stair case for the OHT including

steel reinforcement etc..complete.No 1.00

chain link Fencing for P-OHT's for a length of 80 Mtrs each No 1.00

All the above works be carried out as per the drawings enclosed, as

per the specifications and also as per the instructions of the Engineer-

in-Charge.









1



4 Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill

Clause 43.3).

13 to 15 / 99 to 105





19/30


In Figures

(Rs.)In Words A









30 concrete. For shell portion CM plastering 1:3 proportion 20 mm

thick with an admixture of water proof compound of requisite

proportion and of approved quality to be provided for inside.

Providing two coats of water proof cement painting of approved

colour and shade over one coat of primer, including providing

and fixing all accessories as given below:-


M.S.Ins ection door of size 60 cms x 60 cms with MS frame. No 1Enamelled gauge plate water level indicator. No 1

Copper Lightening Arrestor No 1Providing and fixing 32 MM dia GI pipe 'A' class pipe railing in 2

rows on top dome, flat slab and landings.Rmt 37.39

Anodised Aluminium ladder

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantity (re



BILL. NO. 6. CONSTRUCTION OF RCC OVER HEAD TANK (ELSR) 50,000 LITERS CAPACITY OVER A STAGING OF 12.0

INCLUDING CHAIN LINK FENCING FOR adrakatti VILLAGE. (Refer Drawing no -ADH/MVS/GADAG/PCC-OHT-05

Quantity

Rate in Rs

13 to 14 / 99 to

103

Sl

NoDescription

Technical

Specifications

Para no/Page

no/Item no

Unit





20/30





unloading, stakinf etc. complete with all lead and lift and fixing CI

valves. the rate is inclusive of cost jointing materials





steel reinforcement etc..complete.No 1.00




Engineer-in-Charge.








Commissioning and trial running - 5% TOTAL

1

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern.[ITB Clause 27.1]

4



Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 2

13 to 16 / 99 to

105





21/30


In Figures

(Rs.)In W









30 concrete. For shell portion CM plastering 1:3 proportion 20 mm

thick with an admixture of water proof compound of requisite

proportion and of approved quality to be provided for inside.

Providing two coats of water proof cement painting of approved

colour and shade over one coat of primer, including providing

and fixing all accessories as given below:-


M.S.Inspection door of size 60 cms x 60 cms with MS frame.No 1.00

Enamelled gauge plate water level indicator. No 1.00

Copper Lightening Arrestor No 1.00Providin and fixin 32 MM dia GI i e 'A' class i e railin in 2 RMTR 37.39

Anodised Aluminium ladder

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantity (

43.3).


BILL. NO. 7. CONSTRUCTION OF RCC OVER HEAD TANK (ELSR) 50,000 LITERS CAPACITY OVER A STAGING OF 12.00

LINK FENCING FOR HARADAGATTI VILLAGE. (Refer Drawing no -ADH/MVS/GADAG/PCC-OHT-

Quantity

Rate

13 to 14 / 99 to

103

Sl No Description

TechnicalSpecifications

Para no/Page

no/Item no

Unit

ignature of Contractor




22/30


In Figures(Rs.)

Quantity

Sl No Description

Technical

Specifications

Para no/Page

no/Item no

Unit




unloading, stakinf etc. complete with all lead and lift and fixing CI

valves. the rate is inclusive of cost jointing materials





steel reinforcement etc..complete. No 1.00

chain link Fencing for P-OHT's for a length of 80 Mtrs each No 1.00



Engineer-in-Charge.







Hydraulic Testing - 10%Commissioning and trial running - 5%

TOTAL

1



4


43.3).

Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27

13 to 16 / 99 to

105





23/30


In

Figures

(Rs.)

Materials

civil works

1 Earth Work Exacavation for foundation and removing the excavated stuff to adistance not exceeding 50mtrs and with a lift upto 1.50 mtrs. including shoring,

strutting, barricading, danger lighting etc., complete by Mechanical means.

Complete in all respect as directed by engineers in charge

a) in Ordinary soil cum 35.10

b) in Hard soil cum 35.10c) in Ordinary rock Without blasting cum 35.10

d) in Hard Rock with blasting cum 12.09

2 Providing and laying granite or trap jelly M-10 cement concrete using 40 mmand down size jelly for foundation laid in 15 cms thick layers and well

compacted including machine mixing, curing as per specification etc., complete

for foundation. With all respect as dirtected by engineer incharge

3 to 3.13.2

77 to 80cum 7.80

3 Providing& laying C.C 1 M-15 grade using granite or basalt or trap jelly 20 mmand down size including mixing laying, tamping, curing plastering for exposed

faces with cement mortar 1:3 by mixing 1 kg of water proof compound for

every one bag of cement for top plaster finish and with necessary centering and

form work etc. complete for flooring of GLSR. cills, coping, bond slab and for

any other such workcom,plete with all respect as directgd by engineers

incharge

5.3 / 83 cum 70.20

4 Labour charges for fabricating M.S. bars/ TMT for steel bars of all sizesincluding cleaning, straightening, cutting, bending, hooking, lapping and or

welding, wherever required, placing in position and tieing with binding wire of

approved quality and guage as per design including cost of binding wire,

hoisting etc., complete with all respect as directed by engineers incharge

9.1.3 to 9.1.5 / 88 cum 1971.45

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and p


Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall gover

2 to 2.11 / 70 to 76

BILL. NO. 8. CONSTRUCTION OF THRUST BLOCK OF SIZE (1.2 x 1.2 x 1.2 m )-39Nos . (Refer Drg. No. ADH/M

13 )

Sl No Description

Technical

Specifications

Para no/Page

no/Item no

Unit Quantity





24/30


In Fig

(R

Materials

civil works

1 Earth Work Exacavation for foundation and removing the

excavated stuff to a distance not exceeding 50mtrs and with a lift

upto 1.50 mtrs. including shoring, strutting, barricading, danger

lighting etc., complete by Mechanical means. Complete in all

respect as directed by engineers in charge

a) in Ordinary soil cum 120.24b) in Hard soil cum 120.24

c) in Ordinary rock Without blasting cum 120.24

d) in Hard Rock with blasting cum 36.74

2 Providing and laying granite or trap jelly M-10 cement concrete

using 40 mm and down sizejelly for foundation laid in 15 cms

thick layers and well compacted including machine mixing,

curing as per specification etc., complete for foundation. With all

respect as dirtected by engineer incharge

3 to 3.13.2

77 to 80cum 30.06

3 Providing& laying C.C 1 M-15 grade using granite or basalt or

trap jelly 20 mm and down size including mixing laying,

tamping, curing plastering for exposed faces with cement mortar

1:3 by mixing 1 kg of water proof compound for every one bag ofcement for top plaster finish and with necessary centering and

form work etc. complete for flooring of GLSR. cills, coping,

bond slab and for any other such workcom,plete with all

respect as directgd by engineers incharge

5.3 / 83 cum 173.68

4 Labour charges for fabricating M.S. bars/ TMT for steel bars of

all sizes including cleaning, straightening, cutting, bending,

hooking, lapping and or welding, wherever required, placing in

position and tieing with binding wire of approved quality and

guage as per design including cost of binding wire, hoisting etc.,

complete with all respect as directed by engineers incharge

9.1.3 to 9.1.5 / 88 cum 13026.00

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and

13.2 and GCC Clause 43.3).


2 to 2.11 / 70 to 76

BILL. NO. 9. CONSTRUCTION OF THRUST BLOCK OF SIZE (0.8 x 0.8 x 0.8 m )-334 Nos . (Refer Drg. No.

13 )

Sl No Description

TechnicalSpecifications

Para no/Page

no/Item no

Unit Quantity

Rate in





25/30

arnataka Rural Water Supply and Sanitation Agency RD and PR Department Addi

In Figures(Rs.)

In Words Amount (Rs)

1 2 3 4 5 6 7 8

1 Earth Work Exacavation for foundation and removing the excavated

stuff to a distance not exceeding 50mtrs and with a lift upto 1.50 mtrs.

including shoring, strutting, barricading, danger lighting etc.,

complete by Mechanical means. Complete in all respect as directed

by engineers incharge

in ordinary soil Cum 150.88

in hard soil Cum 113.16

in Ordinary rock Without blasting Cum 113.16

2 Providing and laying granite or trap jelly M-10 cement concrete using

40 mm and down sizejelly for foundation laid in 15 cms thick layers

and well compacted including machine mixing, curing as per

specification etc., complete for foundation.with all respect as directed

by Engineers incharge

3 to 3.13.277 to 80

Cum 28.98

3 Providing and constructing granite or trap or basalt or sand stone,

Coursed Rubble Second Sort Size Masonry with CM 1:6 proportion,

courses not less than 20 cms high with bond stones at 2M apart in

each course, edges of stone chisel dressed and all corners 2 line

dressed 5 cms wide on each face, including scaffolding, curing etc.,

complete as per specifications.as directed by engineers incharge

5.3 / 83 Cum 201.02

1



4

em or w c no ra e or pr ce as een en ere n w no e pa or y e mp oyer w en execu e an s a e eeme covere y e o er ra es an

prices in the Bill of Quantity (refer: ITB Clause 13.2 and GCC Clause 43.3).

Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall

govern [ITB Clause 27.1 (b)].

2 to 2.11 / 70

to 76

BILL No.10:-CONSTRUCTION OF sluice valve chamber 1 No's (Refer Drawing no - ADH/MVS/GADAG/HW/PCC-12 )

Sl.No Description

Technical

Specificatio

nsPara

no/Page

Unit Quantity

Rate in RS

gnature of Contractor




26/30

arnataka Rural Water Supply and Sanitation Agency RD and PR Department Addi

4 Providing pointing to stone masonry walls in C.M. 1:3 proportion

after raking the joints to a depth of 25 mm and nicely lining including

scaffolding, curing, etc., complete as per specifications.

As directed by engineers incharge

9.1.3 to 9.1.5

/ 88Cum 308.20

5 Providing and laying cement concrete (M-10) proportion using

granite or trap or basalt jelly 20 mm and down size including

watering mixing, laying, tamping, curing and plastering to exposed

faces with cement mortar 1.3 proportion and with necessary

centering, form work etc.,complete as per specifications

As directed by engineers in charge

3 to 3.13.2

77 to 80Cum 6.90

6 Providing& laying C.C (M15) grade using granite or basalt or trap

jelly 20 mm and down size including mixing laying, tamping, curing

plastering for exposed faces with cement mortar 1:3 by mixing 1 kg of

water proof compound for every one bag of cement for top plaster

finish and with necessary centering and form work etc. complete for

flooring of GLSR. cills, coping, bond slab and for any other such work

3 to 3.13.2

77 to 80Cum 9.20

7 Providing and laying M-25 Cement concrete proportion using clean

graded granite or trap or basalt jelly 20 mm and down size for RCC

Roof Slab, canopies of all spans with steel or plywood or plank

centering and shuttering, including machine mixing, lifting, laying,

vibrating, tamping, including smooth finishing, curing for all exposed

faces complete in all respect as directed by engineer incharge

3 to 3.13.2

77 to 80Cum 18.40

8 Labour charges for fabricating M.S. bars/ TMT for steel bars of all

sizes including cleaning, straightening, cutting, bending, hooking,

lapping and or welding, wherever required, placing in position and

tieing with binding wire of approved quality and guage as per design

including cost of binding wire, hoisting etc., complete including

conveying steel rods. (Including providing steel bars)

3 to 3.13.2

77 to 80Kg 2233.30

TOTAL

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and



govern [ITB Clause 27.1 (b)].

gnature of Contractor




27/30


In Figures(Rs.)

In Words Amo(Rs

1 2 3 4 5 6 7 8

1 Earth Work Exacavation for foundation and removing the excavated

stuff to a distance not exceeding 50mtrs and with a lift upto 1.50 mtrs.

including shoring, strutting, barricading, danger lighting etc.,

complete by Mechanical means.

in ordinary soil Cum 134.48

in hard soil Cum 100.86

in Ordinary rock Without blasting Cum 100.86

2 Providing and laying granite or trap jelly M-10 cement concrete using

40 mm and down sizejelly for foundation laid in 15 cms thick layers

and well compacted including machine mixing, curing as per

specification etc., complete for foundation.

Concreting in Foundation Bed C.C 1:4:8

3 to 3.13.2

77 to 80Cum 25.83


Coursed Rubble Second Sort Size Masonry with CM 1:6 proportion,

courses not less than 20 cms high with bond stones at 2M apart in each

course, edges of stone chisel dressed and all corners 2 line dressed 5

cms wide on each face, including scaffolding, curing etc., complete as

per specifications.

For basement

5.3 / 83 Cum 179.17


after raking the joints to a depth of 25 mm and nicely lining including

scaffolding, curing, etc., complete as per specifications.

9.1.3 to 9.1.5

/ 88Cum 274.70

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates an


Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall go

[ITB Clause 27.1 (b)].

2 to 2.11 / 70

to 76

BILL No.11:-CONSTRUCTION OF AIR valve chamber 10 No's (Refer Drawing no - ADH/MVS/GADAG/AW-06

Sl.No Description

Technical

Specificatio

nsPara no/Page

no/Item no

Unit Quantity

Rate in RS





28/30


In Figures

(Rs.)In Words

Am

(

1 2 3 4 5 6 7

Sl.No Description

Technical

Specificatio

ns

Para no/Page

no/Item no

Unit Quantity

Rate in RS

5 Providing and laying cement concrete 1:3:6 (M-10) proportion using

granite or trap or basalt jelly 20 mm and down size including watering

mixing, laying, tamping, curing and plastering to exposed faces with

cement mortar 1.3 proportion and with necessary centering, form work

etc.,complete as per specifications

For cills, coping, Bond slab

3 to 3.13.2

77 to 80Cum 6.15

6 Providing& laying C.C m15 proportion using granite or basalt or trap

jelly 20 mm and down size including mixing laying, tamping, curing

plastering for exposed faces with cement mortar 1:3 by mixing 1 kg of

water proof compound for every one bag of cement for top plaster

finish and with necessary centering and form work etc. complete forflooring of GLSR. cills, coping, bond slab and for any other such work

For coping

3 to 3.13.2

77 to 80Cum 8.20

7 Providing and laying M-25 Cement concrete proportion using clean

graded granite or trap or basalt jelly 20 mm and down size for RCC

Roof Slab, canopies of all spans with steel or plywood or plank

centering and shuttering, including machine mixing, lifting, laying,

vibrating, tamping, including smooth finishing, curing for all exposed

faces (exclusive of cost of steel and fabrication charges)

3 to 3.13.2

77 to 80Cum 25.01

8 Labour charges for fabricating M.S. bars/ TMT for steel bars of all

sizes including cleaning, straightening, cutting, bending, hooking,

lapping and or welding, wherever required, placing in position and

tieing with binding wire of approved quality and guage as per designincluding cost of binding wire, hoisting etc. , complete including

conveying steel rods. (Including providing steel bars)

3 to 3.13.2

77 to 80

Kg 1980.30

1



4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates



[ITB Clause 27.1 (b)].





29/30


1 2 3 4

1 Earth Work Exacavation for foundation and removing the

excavated stuff to a distance not exceeding 50mtrs and with a lift

upto 1.50 mtrs. including shoring, strutting, barricading, danger

lighting etc., complete by Mechanical means. Complete in all

respect as directed by engineers incharge

in ordinary soil Cum

in hard soil Cum

in Ordinary rock Without blasting Cum

2 Providing and laying granite or trap jelly M-10 cement concrete

using 40 mm and down sizejelly for foundation laid in 15 cms

thick layers and well compacted including machine mixing,

curing as per specification etc., complete for foundation.with all

respect as directed by ingineers incharge

3 to 3.13.2

77 to 80Cum


Coursed Rubble Second Sort Size Masonry with CM 1:6

proportion, courses not less than 20 cms high with bond stones at

2M apart in each course, edges of stone chisel dressed and al l

corners 2 line dressed 5 cms wide on each face, including

scaffolding, curing etc., complete as per specifications.as directedby engineers incharge

5.3 / 83 Cum


after raking the joints to a depth of 25 mm and nicely lining

including scaffolding, curing, etc., complete as per specifications.

As directed by engineers incharge

9.1.3 to 9.1.5 /

88Cum

5 Providing and laying cement concrete (M-10) proportion using

granite or trap or basalt jelly 20 mm and down size including

watering mixing, laying, tamping, curing and plastering to

exposed faces with cement mortar 1.3 proportion and with

necessary centering, form work etc.,complete as per specifications

As directed by engineers in charge

3 to 3.13.2

77 to 80Cum

6 Providing& laying C.C (M15) grade using granite or basalt or trapjelly 20 mm and down size including mixing laying, tamping,

curing plastering for exposed faces with cement mortar 1:3 by

mixing 1 kg ofwater proof compound for every one bag of cement

for top plaster finish and with necessary centering and form work

etc. complete for flooring of GLSR. cills, coping, bond slab and for

any other such work

3 to 3.13.2

77 to 80Cum

1


3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern.[ITB Claus

4

tem or w c no rate or pr ce as een entere n w not e pa or y t e mp oyer w en execute an s a

Bill of Quantity (refer: ITB Clause 13.2 and GCC Clause 43.3).

Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit ra

Clause 27.1 (b)].

2 to 2.11 / 70 to

76

BILL No.12:-CONSTRUCTION OF scour valve chamber 20 No's (Refer Drawing no -

Sl.No Description

Technical

Specifications

Para no/Page

no/Item no

Unit Q





30/30


1 2 3 4

Sl.No Description

Technical

SpecificationsPara no/Page

no/Item no

Unit Q

7 Providing and laying M-25 Cement concrete proportion using

clean graded granite or trap or basalt jelly 20 mm and down size

for RCC Roof Slab, canopies of all spans with steel or plywood or

plank centering and shuttering, including machine mixing, lifting,

laying, vibrating, tamping, including smooth finishing, curing for

all exposed faces complete in all respect as directed by engineer

incharge

3 to 3.13.2

77 to 80Cum

8 Labour charges for fabricating M.S. bars/ TMT for steel bars of

all sizes including cleaning, straightening, cutting, bending,

hooking, lapping and or welding, wherever required, placing in

position and tieing with binding wire of approved quality and

guage as per design including cost of binding wire, hoisting etc.,

complete including conveying steel rods. (Including providing

steel bars)

3 to 3.13.2

77 to 80Kg 5

9 Supplying laying, jointing testing and commissioning of GI pipes

conforming to IS 1239 : 1990 with latest amendments including

fixing collars, elbows, tees, bends, gland cocks and other fittings

(excluding cost of specials) with cuts and threads wherever

necessary including conveying the materials to work spot

including testing for water tightness, with all lead. (constructor

will make his own arrangements for procuring water for testing).

80mm dia pipe (Medium duty) 1m on either side of CI valves

10 to 10.5 / 93 to

97Rmt

1


3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern.[ITB Clause

4

Item for which no rate or price has been entered in will not be paid for by the Employer when executed and sha

Bill of Quantity (refer: ITB Clause 13.2 and GCC Clause 43.3).

Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit ra

Clause 27.1 (b)].

Documents

Elsr Boq Exampl