View BOQ List Sr No. BOQ Item Id BOQ Config Id BOQ Description

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Line Work No: 1 Work Ref No: N.S Page No: 1

Sr

No.

BOQ

Item Id

BOQ

Config Id

BOQ Description QuantityUOMRateAmount Amount

in words

1 2.1 -

Supply of Mechanical Items and Equipment

Mechanical flow measuring System in Parshall Flume, Ultrasonic type level transducer, flow transmitter cum computing unit, flow indicator

cum integrator

1 Lot 0 0 -

2 2.2 - Electric actuated Sluice gates in Distribution Chamber one for each flash mixer and one for

bypass system

1 Lot 0 0 -

3 2.3 -

Flash Mixtures: Electric operated sluice gates, Impeller type high speed mixer, motor enclosure, shaft with impeller (SS 316) ,

driving gear, thrust/guide bearing, drain gate valve etc. and DI pipe up to flocculator if any complete system

1 Lot 0 0 -

4 2.4 -

Clariflocculator: MS flocculator paddles, reduction gear, shaft SS 431 with guide bearings and guide brackets etc. complete

Peripheral weir with vertically adjustable V notch SS 316 weir blades, blades fixed with stainless steel anchors, nuts and washers MS

Bridge with central bearing and peripheral on

board drive with steel wheels travelling on steel billets, radial scraper system with bottom

scraper blades suspended on the bridge, walk way, MS chequered plates, walkway with

galvanized hand rails. Sludge outlet pipe with an electrically driven valve for intermittent

operation according to an adjustable timer.

Drain pipe with electrically operated sluice valve for complete emptying of the unit. Discharge pipe from sludge outlet and drainage

outlet to recirculation tank Constant bleeding arrangement for de-sludging to enable observation of sludge quality

1 Lot 0 0 -

5 2.5 - Bypass of the Clariflocculator: Electric Operated Sluice Gates

1 Lot 0 0 -

6 2.6 - Overflow: Adjustable weir plate 1 Lot 0 0 -

7 2.7 -

Filter: Electrically driven valves/gates with

control through push buttons provided on the filter operating console and also centrally. Manual override in case of power failure.

Filtered water outlet valves, Backwash water inlet valves, Backwash air inlet valves, Backwash water outlet, raw water inlet gate,

drainage of the filter valve

1 Lot 0 0 -

8 2.8 - Piping required for above valve/gate system 1 Lot 0 0 -

9 2.9 - Filter media sand and gravel 1 Lot 0 0 -

10 2.10 -

Under Drain System pipe grid with

perforations/ nozzles for drawing filtered water, distribution of wash water and air

1 Lot 0 0 -

11 2.31 -

Blower with 100% standby, each unit with a

suction air filter and silencer, pressure relief valve and NRV in delivery, air piping

1 Lot 0 0 -

12 2.32 - Backwash pumps with 100% stand by with

electrically actuated valves for delivery pipes, 1 Lot 0 0 -

pressure gauges with stop cock at suction and delivery of spring loaded NRV in the delivery pipes, mechanical water level indicator of the

sump, low level switch in the sump for automatic stoppage of pumps, in the back wash water tank for automatic starting of the

back wash pump, etc

13 2.33 -

For Backwash tank: Inlet pipe, back wash/outlet pipe, gate valve in the outlet pipe,

overflow pipe up to filtered water channel, wash out pipe with gate valve, top level switch,

intermediate level switch, low level switch,

external wall mounted water level indicator (Float and Board type),access to roof, Mild Steel man hole cover , ventilation pipes with

cowls and wire mesh, galvanized steel ladder for access in the reservoir

1 Lot 0 0 -

14 2.34 -

Vacuum type chlorinators with accessories and

safety equipment for pre chlorination with

100% stand bychlorinator and two chlorine

tonners

1 Lot 0 0 -

15 2.35 -

Vacuum type chlorinators with accessories and

safety equipment for post chlorination with

100% stand bychlorinator and two chlorine

tonners

1 Lot 0 0 -

16 2.36 - Agitators and Dosing Pumps, piping etc. for Chlorination

1 Lot 0 0 -

17 2.37 - Hoist, weighing scale and other materials

handling equipment 1 Lot 0 0 -

18 2.38 - Laboratory equipment and chemicals 1 Lot 0 0 -

19 2.39 -

Dewatering pump, Fire extinguisher and all

other mechanical items required for WTP as per

scope and as required to complete work as turn-key project

1 Lot 0 0 -

20 2.40 - All other mechanical items required for WTP 1 Lot 0 0 -


Sr

No.

BOQ

Item Id

BOQ

Config

Id

BOQ Description Quantity UOM RateAmount

Amount

in

words

1 2.41 -

Furniture as per scope and

specification Electrical items and

equipment

1 Lot 0 0 -

2 2.42 -

Flash Mixtures: Electric motor for

electric operated sluice gates and for Impeller

1 Lot 0 0 -

3 2.43 -

Clariflocculator: Electric Motor for flocculator paddles and electrically

driven sludge valve, drain valve, MS

Bridge drive for travelling on steel billets

1 Lot 0 0 -

4 2.44 -

Filter units: Electric Motor for

Blowers, backwash pumps, electrically actuated valves,

Dewatering Pump

1 Lot 0 0 -

5 2.45 -

Electrical system for WTP including

MCC, starters, switch gear, capacitors

LT Power and Control Cable, trays,

1 Lot 0 0 -

Formatted: Hidden

Formatted: Hidden

earthing, ventilation, Fire alarm, Safety equipment, internal lighting etc. as per scope and specifications

6 2.46 -

External lighting in the entire head

works area including, raw water reservoir, WTP, CWR & CWPS area

1 Lot 0 0 -

7 2.47 -

All other electrical equipment and

accessories to complete and commissioning of WTP as per scope

and as required to complete works on turn-key basis Instrumentation, Automation and SCADA system

1 Lot 0 0 -

8 2.48 -

Instrumentation and SCADA system

for Raw water Channel flow meter and Clear Water Channel Flow Meter

1 Lot 0 0 -

9 2.49 -

Instrumentation and SCADA system

for Clariflocculator, distribution chamber, flash mixture, bridge, sludge valves etc. complete

1 Lot 0 0 -

10 2.50 -

Filters: Entire instrumentation system for Electrically driven valves/gates with control through push buttons

provided on the filter operating console and also centrally. Manual

override in case of power failure.

Filtered water outlet valves, Backwash air inlet valves, Backwash water outlet, raw water inlet gate,

drainage of the filter valve

1 Lot 0 0 -

11 2.51 -

Instrumentation system for Backwash pumps and electrically actuated

valves for delivery pipes, and electronic water level indicator of the

sump, low level switch in the sump

for automatic stoppage of pumps, low level float switch in the back wash water tank for automatic starting of

the back wash pump, etc.

1 Lot 0 0 -

12 2.52 - Instrumentation and SCADA system for Chlorinators

1 Lot 0 0 -

13 2.53 - Instrumentation and SCADA system

for chemical dosing system 1 Lot 0 0 -

14 2.54 -

Instrumentation system for

Dewatering pump, and all other items

required for WTP as per scope and as required to complete work as turn-

key project

1 Lot 0 0 -

15 2.55a -

Supply of all material and T&P Pumps Electrical Panels in the proposed Pump Chamber for the control of raw

& clear Water centrifugal pumps, PANEL FOR RAW WATER PUMPS:

(3Nos)

1 Lot 0 0 -

16 2.55b -

typeL.T.Panel Board having independent incoming and outgoing feeder with bus bar of alluminium bus

bar of 300Amp. For phase and

neutral of half cross-sectional area of main bus bar, comprising with

following protection devices, operating on 415Volt, 3phase,50

Cycles. PANEL FOR CLEAR WATER

1 Lot 0 0 -

PUMPS(3 Nos):-

17 2.55c -

Cubical type L.T. Panel Board having independent incoming and outgoing

feeder with bus bar of alluminium bus

bar of1600 Amp. For phase and neutral of half cross- sectional area of

main bus bar Com comprising with following protection devices, operating on 415Volt, 3phase, 50

Cycles. PANEL BOARD FOR WASTE back washWATER PUMPS:- Cubical

type L.T. Panel board having

independent incoming & outgoing feeder comprising with following devices operating on 415Volt,

3phase, 50C/s.

1 Lot 0 0 -

18 2.56a -

Supply of RAW/CLEAR WATER PUMPS: Electrically driven horizontal

split casing centrifugal pumps to handle clear & raw water having the

following technical parameters

complete in all respects as per detailed specification Particulars Raw Water Pumps Capacity 200 LPS Head

in mtr. 15 Clear Water Pumps Capacity 275 LPS Head in mtr. 75

3 Numbers 0 0 -

19 2.56b - Clear Water Pumps Capacity 275

200LPS Head in mtr. 75 40 3 Numbers 0 0 -

2.56 c suitableback wash Water Pumps 1W+1S

2 Numbers

20 2.56c56d -

Waste Water Pumps Capacity 200

LPS Head in mtr. 15 For item 2.56a, 2.56 b. 2.57 c A) Suc./Delivery size

of pipe(mm) of required size Efficiency at duty point Minimum 60% BKW Absorbed As required KW of

motor recommended As required

Speed in rpm. 1480 B ) MATERIAL OF CONSTRUCTION:- Casing : CI to

IS:210,Gr.Fg.260 Impeller: LTB2 as per IS:318 SS CF8 Wearing ring:LTB2 as per IS:318 SS CF8 Shaft : SS

AISI:410 Shaft Sleeve : SS AISI:418 Base Plate : M.S. Fabricated

C).MOTOR:-Horizontal sq. cage

electric motor in TEFC enclosure with F-Class insulation suitable for

operation on 415V+/-10% volt, 3phase, 50C/s AC supply and will be conforming to IS: 325/1978. D)

Accessories for above pumping sets

such as Base Plate & Coupling, All material &labor for foundations of

pumping sets including cost of foundation bolts , nuts washers complete in all respects as per site

requirement. E) STARTERS Electric

starters to suit the electric motors at serial no-C above as per Requirement

& specifications.

For item 2.56a to 2.56d:In case of change

in head (H) and discharge (Q) of pump the

31 NumbersJob0 0 -

payment shall be in proportion to H*Q.


Sr

No.

BOQ

Item Id

BOQ

Config Id


Amount

in words

1 2.57 -

Supply of Surge protection system for clear

water pumping station at WTP site and for

booster pump station with all necessary

connection and accessories like connecting to

pipelines, valves, differential orifice, air pipeline,

compressors, draining facilities, level monitoring

system, pressure relief valve, related

instrumentation and control etc. to protect the

pumps and pumping main against surge.1200

mm i/d RCC NP-3 pipe conforming to ISI

456/1988 with rubber joints for

construction of raw water carrier from canal

1000 Mtrjob 0 0 -

2 2.58a -

Supply of GENERATING SETS Sound Proof

DG Set Engine, Air Cooled Diesel Engine

with rated capacity of required BHP at 1500 RPM, direct injection type, 4 stroke,

complete in all respects of CPCB approved make B. Alternator Suitable brushless type battery self-exciting Alternator with suitable

size of flexible coupling, battery charger of suitable Amp Hr Rating, as per requirement

of Pollution Board C. Accessories for the

D.G Set such as common fabricated MS base frame, anti-vibration mounting pads, battery including cost of foundation bolts,

nuts & Washers complete in all respects as per site requirement D.AMF PANEL

630 KVA

32 Numbers0 0 -

3 2.58b - 320 KVA 1 Number 0 0 -

4 2.59 -

HE.O.T Crane single bridge girder carrying two wheels rim toughened heat treated

carbon steel double flanged type. Having antifriction ball/ roller bearing at each end resting on rail complete with end stops for

a chain Pulley Block of 5 Tons capacity to be operated on the lower flange of the bridge girder Span for the Bridge Girder 7.5

M complete with The Traveling Trolley & Chain Pulley block of capacity 5 tons gantry in pump chamber

1 Job 0 0 -

5 2.60 -

Gantry with Rail Section resting on RCC Corbels on both sides of the pump chamber( 22.0 x 7.5M) on which the H.O.T

Gantry is to travel complete with rail

clamps and other accessories for mounting the rails and suitable end stops

1 Job 0 0 -

6 2.61 -

Poles with all material, T & P, fittings etc. complete in all respects as per directions of

the Project Manager 9 M High for street

light 3)Supply & fixing following type of lamps complete including supply of all

15 Numbers0 0 -

Formatted Table

material, labor T & P etc. required for the proper completion of work. 250 WH PSV street light

7 2.62a -

Equipment for Removal & Transport of

Alum, Salt, Screens, Solid waste of Water works etc. Provision for the following

special item of tools & plant for proper maintenance of the plant a)Wheel Barrow 2 Nos for each Water works

4 Numbers0 0 -

8 2,62b - b) Trolleys of 2.0 m3 capacity 1 Nos for each Water works

2 Numbers0 0 -

9 2.62c - c)Aluminium ladder 1 Nos for each Water works

2 Numbers0 0 -

10 2.63 -

Fire Fighting Equipment a) Providing &

supplying chemical type fire-extinguishes with their stand 2 Nos for Water works b)

Providing and supplying fire buckets with stand & printed with “Fire only” 3 Nos for Water works

1 Job 0 0 -

11 2.64 - First Aid Kit: Standard first aid kit shall be provided & kept the Office Room of Water works 1 No’s for Water works

1 Job 0 0 -

12 2.65 -

Portable Pumping Set Provision for Electrically driven portable pumping set, trolley mounted complete with foot valve

hoses for suction & delivery pipes, starter etc. at WTP

1 Number 0 0 -

13 2.66 -

Provision for portable diesel engine driven

portable pumping set, trolley mounted complete with foot valve hoses for suction & deliver pipes at WTP

1 Number 0 0 -

2.67 Supply of Electromagnetic bulk meter 600 mm as

per specifications 1 Number 0 0

14 3.1 -

Surveys and Investigations Topographical

and contour survey of head works area for WTP, booster and reservoir.

1 Lot 0 0 -

15 3.2 -

Soil Bearing capacity test by SPT and shear

method and soil characteristics test up to depth of 6 m in head works premises, booster and reservoir sites

2 Job 0 0 -

16 3.3 - Process Designs and Drawings Flow Charts for WTP and CWPS, Process and Hydraulic Design of WTP

1 Job 0 0 -

17 3.4 -

Site Layout Plan, General Arrangement

Drawings, and Site Grading Plan for complete area for WTP, CWPS, booster,

reservoir and Electric Sub Stations at WTP

and Booster

1 Job 0 0 -

18 3.5 -

Roads, Site Drainage and External

Plumbing for complete area for WTP,

booster and reservoir premises

1 Job 0 0 -

19 3.6 - Instrumentation & Control Systems for WTP 1 Job 0 0 -

20 3.7 - External Lighting for complete area of WTP,

Booster & Reservoir premises 1 Job 0 0 -


Sr No.

BOQ Item Id

BOQ Config Id

BOQ Description Quantity UOM RateAmountAmount

in words

1 3.8 - Electrical system for WTP, booster 1 Job 0 0 -

2 3.9 - Single Line Diagrams of Mechanical, Electrical and instrumentation system for

WTP, booster

1 Job 0 0 -

3 3.10 - Internal Lighting for WTP, booster & reservoir premises

1 Job 0 0 -

4 3.11 -

Structural Designs, architectural designs

and Drawings Inlet chamber, Distribution chamber and raw water channel, Flash mixer

1 Job 0 0 -

5 3.12 - Clarifloculators 1 Job 0 0 -

6 3.13 - Filters and Filter House, Filter Gallery, Backwash Water Tank including Control Room/0ffice

1 Job 0 0 -

7 3.14 - Chemical House and chlorination room 1 Job 0 0 -

8 3.15 - Chlorine tonner Shed and chemical storage 1 Job 0 0 -

9 3.16 -

Data sheets and Drawings of all Mechanical, Electrical and Instrumentation

equipment requiring approvals and submissions

1 Job 0 0 -

10 3.17 - As-Built Drawings for WTP 1 Job 0 0 -

11 3.18 - Operation and Maintenance Manuals for

WTP 1 Job 0 0 -

12 3.19 -

All other drawings, surveys, investigations,

designs, data sheets etc. required as per

scope and bid requirements and not covered in BOQ elsewhere

1 Job 0 0 -

4.1.0

Construction of outlet system in NCR

Channel as per approved drawing by irrigation department woth an outlet RCC chamber 6 m long*2 m wide provided with

an outletgate and a screen

1 job 0 0

13 4.1.1 -

Construction Supply laying and jointingof Raw water carrier from Gurgaon Water

Supply canal to proposed water works at village Badli comprising of RCC NP-3 pipe conforming to ISI 456/1988 suitable for

rubber joints including all taxes, earth

work, transportation, lowering, laying and jointing to proper grade and alignment

RCC pipes with rubber joints including cost of rubber ring, jointing material and giving

hydraulic testing etc ( Carrying Capacity 56.38MLD) 1200mm From Canal intake to

Storage & Sedimentation Tanks

1000450 Mtr 0 0 -

14 4.1.2 -

Provision for making connection with outlet

of 56.38 MLD from Irrigation Department including all charges & cost of outlet

structure.

1 Job 0 0 -

15 4.1.3 - Construction B.B masonry chambers of Size 2500x2500mmwith PCC bedding, all

earth work

5 Numbers 0 0 -

16 4.1.4 -

Cutting bituminous road and making good the same including supply of extra

quantities of materials i.e. aggregate

mooram screening red bajri and labour required. Bituminous portion:15x 3 = say45Sqmt

45 Square

Meter 0 0 -

17 4.1.5 -

Construction Storage & Sedimentation tanks as per standard design practice of PHED trapezoidal in section with side

slope1:1.5 , bed & sides lining of double brick lining complete with inlet channel & out let with floating arm No:- Three Size at

mean Depth:-104.1x104.1M Depth:- 4.0

Meter Capacity of each Tank:-43310 M3 x3

129930 CUM 0 0 -

18 4.1.6 -

Construction of RCC Raw Water Suction

sump in M-250 mix. of required capacity including excavation in all types of strata,

foundation concrete, container walls,

bottom slab 20mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container,

including refilling and disposing of surplus stuff within lead of 50 M, all labor and

material charges, for providing, laying and

jointing of pipe assembly for inlet & suction pipes providing and fixing accessories such

as M.S. ladder inside and outside, B.B masonry chamber for all valves including giving satisfactory hydraulic Test and

water tightness test as per IS code and

providing three coats of cement paints to all expose surface of structure complete as

per design data , criteria obligatory requirements and detailed specifications. 1.Sump in Single compartments Size :-

6.0x6.0x5.0

1 Number 0 0 -

19 4.1.7a -

Providing, construction and commissioning SCADA based Water Treatment Plant

consisting of all Civil, components of various sub-works as given below including

necessary hydraulic testing, structural

testing, equipment testing, trial run for a period of 3 months complete as directed by Project manager complete ( turnkey –

job) Treatment Plant 1 Inlet Chamber:- For 32 41MLD 2. Ventury Flume:-

1 Number 0 0 -

20 4.1.7b -

2. Ventury Flume:- With necessary

devices, consisting of simple mechanical indicator ( Pedestal type gauge) 1 No for a design flow of 32 41MLD

1 Number 0 0 -

View BOQ List


Sr

No.

BOQ

Item Id

BOQ

Config Id


Amount

in words

1 4.1.7c -

3. Flash Mixer Rapid mixing device,

retention time 40 seconds to give velocity gradient 100 to 400 sec-1,

vane mixer type confirming to IS 7090 of 1985 Number :- 2(1W +1S)

Design Flow:- 32 MLD

31 Numbersjob 0 0 -

2 4.1.7d - 4. Flocculator Confirming to IS 7208- 21 Numbersjob 0 0 -

Formatted: Hidden

Formatted: Hidden

1974 (Type –C) with detention period of 30 20-40minutes. Number:- 2 Design Flow:- 32 MLD Diameter of

Flocculation zone:-12.0M Liquid Depth:- 3.25

3 4.1.7e -

5. Clarifier Horizontal flow circular

tank, detention period 2-5 hours, overflow rate 30 cubic meter per square meter per day. Weir loading

not more than 300 cubic meters per meter per day, with mechanical

sludge scraper conforming to I.S. No

10313 – 1982 Number:- 2 Design Flow:- 32 MLD

21 NumbersJob0 0 -

4 4.1.8a -

Rapid sand Filters and Filter house

Filter designed for filtration rate of 5000 liters per square meter per hour. Minimum 2beds, Filter opens to sky,

pipe gallery and platform minimum 5.5 meter in width. Filtration

capacity:- 32 MLD No. of Units:- 8

Average rate of filtration :5000 lit./ Sqm/hr Size:- 5.2x6.50 M Each Filter A. Filter Sand: Effective size 0.45 to

0.70mmUniform coefficient not more than 1.7,not less than1.3, depth of

water over sand 0.75M, free board

50cm, gravel 0.50M in depth, sand and gravel confirming to IS 8419-

1977, backwash by air wash, standard appurtenances, rate of flow Controller, filter gauge, sand expansion gauge,

etc. B Wash Water Tank: Capacity to be sufficient and suitable to supply

water to wash 2 filter units at a time

C. Wash water pumps: Capacity to fill water tank in 2 hour with 100% standby Capacity 1420 M3 / hour D.

Air Blowers: Capable of delivering 45M3/ hour per square meter of free

air of filter area at 0.4 kg/square cm

at the under drains (100% standby)

8 Numbers 0 0 -

4.1.8b

B Wash Water Tank: Capacity to be sufficient and suitable to supply water

to wash 1 filter unit at a time at 600 LPM/sqm for 10 minutes +8hour water requirementfor chemical dosing

other than chlorination+15% extra for other utilities over the dead storage

C. Wash water pumps: Capacity to fill water tank in 3 hour with 100%

standby D. Air Blowers: Capable of

delivering 45M3/ hour per square meter of free air of filter area at 0.4 kg/square cm at the under drains

(100% standby)

1 Job

5 4.1.8b8c -

. Chemical House in Two Storey a. Ground Floor to accommodate 3

months alum requirement and sundry storage

1 Number 0 0 -

6 4.1.8c8d - b. First Floor to accommodate alum and lime tank etc. Storage for 7 days,

1 Number 0 0 -

Area:- 10 Sq meter

7 4.1.8d8e -

c. Solution Tanks: Minimum 3 tanks ( one for preparation, second for each

tank capable of giving 8 hours

maximum doze without interruption, minimum free board 0.30m, trays for

dissolving, level indicator, each tank capable of giving 8 hours maximum doze without interruption, minimum

free board o.30m, trays for dissolving, level indicator, mechanical agitation

devices, solution feed and drain line

solution feed device ( constant head device , strength of solution up to 105% only) Conforming to I.S. 9222

part-11979

3 Numbers 0 0 -

8 4.1.9a -

Construction of RCC ground Pure Water Tank & Suction Sump in M-250

mix. of required capacity including excavation in all types of strata,

foundation concrete, container walls,

bottom slab top RCC roof slab/ or dome, including refilling and disposing of surplus stuff within lead of 50 M, all

labor and material charges, for providing, laying and jointing of pipe

assembly for inlet, outlet, Scour,

overflow and bye-pass arrangement consisting of CI, D/F pipes, CI DF

specials and valves of given diameter, providing and fixing accessories such as M.S. ladder inside and outside, C.I.

Manhole frame and cover, water top slab, B.B masonry chamber for all

valves ventilating shafts, including

giving satisfactory hydraulic Test and water tightness test as per IS code and providing three coats of cement

paints to all expose surface of structure including roof surface etc.

complete as per design data, criteria

obligatory requirements and detailed specifications.

15750 Kilo Ltr 0 0 -

9 4.1.9b - 1.One Tank in two compartments 1 Number 0 0 -

10 4.1.9c -

2.Sump in Single compartment Size :- 3x 3.0x5 M Note 1. The design shall be in accordance with various relevant

I.S. Specifications (I.S. 456/1978, I.S.875-1987, I.S. 3370-1965 or revised.) 2.Only M.S. bars grade-I

confirming to I.S.432 part-1 or high deformed bars conforming to IS 1786 or IS 1139 2. Only M.S. bars grade -I

confirming to I.S.432 part-1 or high

deformed bars conforming to IS 1786 or IS 1139 shall be used grade II M.S.

bars shall not be used. 3. Entire structure shall be in M-250 only 4.

The job includes Designing the structure for uplift pressure and dewatering if required during entire

execution and disposal of surplus

1 Number 0 0 -

excavated stuff with a lead of 5o meters as directed by the Project Manager. 5. Ground Service Reservoir

outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is

included in the rate includes cost of

suction pit required at bottom. All pipes diameters shall be only CI D/F

pipes and CI specials shall be used.

11 4.1.10 -

Construction of RCC Underground

Waste Water Tank in M-250 mix. of

required capacity including excavation in all types of strata, foundation concrete, container walls, bottom

slab, including refilling and disposing of surplus stuff within lead of 50 M, all

labor and material charges, for

providing, laying and jointing of pipe assembly for inlet, outlet, Scour,

overflow and bye-pass arrangement consisting of CI D/F pipes, specials and valves of given diameter,

providing and fixing accessories such

as Aluminum ladder inside and outside, C.I. Manhole frame and

cover, water top slab, B.B masonry chamber for all valves ventilating shafts, including giving satisfactory

hydraulic Test and water tightness test as per IS code and providing

three coats of cement paints to all

expose surface of structure including roof surface etc. complete as per

design data , criteria obligatory requirements and detailed specifications. Two tankseach

ofCapacity:-2890 500KL. These tanks

will be open to sky and will be to store back washwastewater

1 Number 0 0 -

4.1.10 A

Supply and installation of pumps (1

working +1 Stand by) for recirculation

of backwash waste water,

construction of RCC sludge sump pit

for sludge wastewater from Clarifier

for 2 hour detention time, Supply and

installation of pumps (1 working +1

Stand by) for pumping sludge from

sludge sump pit to sludge drying beds,

construction of suitable sludge drying

beds complete for 7 days detention

period

1 Job

12 4.1.11 -

Constructing of Electrical Cable Trenches of sufficient sizes to

accommodate the cables of pumping sets connecting with Main panels complete with all earth work PCC

(1:3:6) masonry work in 1:5, 1:2:4 C.C. flooring, plastering the cable trench in 1:5 cement sand mortar for

150 Mtr 0 0 -

inside & outside, structural steel such as channel section welding, cutting & fixing all gusset plate bolts, nuts,

6mm thick aluminumchequerred plates in 75mm x 40mm x 5mm complete.

13 4.1.12 -

Construction of Water Works Control Center complete with all earth work, PCC, brick work, DPC, earth filling

under floors, Terrazzo flooring & skirting RCC centering and shuttering,

plastering washing stone grit plaster,

white washing, distempering, wooden doors & windows, painting to wood work pressed steel sheet frames,

(chowkats) cold twisted deformed & reinforced bars, tile terracing, internal

electrification, & sanitary fittings.

Office 5x4 M Operators Room 4x4M Main Panel Room 5 x4M Toilet

2x1.88M Pantry 2x1.89M &Verandah etc.

1 Job 0 0 -

14 4.1.13 -

Construction of Transformer Platform & Electric Sub Station complete with

10mm S.W.G. galvanized iron wire chain-link mesh 1:2 M high fencing

M.S. angles, civil works for fencing &

platform, providing & spreading in position shingle/ bajri in the area of

Sub Station.

1 Job 0 0 -

15 4.1.14 -

Construction of plate forms of

sufficient size and area for the installation of:- 3nos 2nos Diesel

driven Generating Set of 630 KVA eachand 1 No. 320 KVA

1 Job 0 0 -

16 4.1.15 -

Extending Water Supply within the

Water works area complete with supply, laying, jointing of suitable size

GI pipe B class, from supply main to reservoir on roof top of building, and within building excavation refilling for

trenches, pipes & specials valves, &

connections to the Toilet buildings, staff Quarters, irrigation hydrants &

other structures where Water Supply is required . This job of work includes for 2Nos an elevated Sintex tank of

2000 lit capacity to be placed 1. Over the main control center building for use in various buildings for Filtration

water work.

1 Job 0 0 -

17 4.1.16 -

Providing and laying sewer line of adequate dia from toilet block, &

other building where required for up to the Septic tanks & soakage Pits at water treatment plant.

1 Job 0 0 -

18 4.1.17 -

Site Development Earth work excavation & filling to attain the required average formation level

General leveling& dressing of proposed site etc. including watering,

draining labor T & P etc. required.

1 Job 0 0 -

Provision for Horticulture work at site including cost of seeds, manure plants etc

19 4.1.18 -

Construction of cement concrete Road

3.75 m wide /footpath 1.5 m wide as per specifications given below to

connect the various structures of Water Works Filtration Plant Water works 400 M a).Cement Concrete

1:2:4( 1 cement: 2course sand: 4 graded stone aggregate 20mm

nominal size) in pavements, laid to

required slope and camber in panels as required including consolidation finishing and tamping complete.

b)Cement Concrete 1:6: 12 with stone aggregate 40mm nominal size

under the above pavement.

1 Job 0 0 -

20 4.1.19 -

Display Boards: Supply & erection of display boards showing the site of

WTP, flow diagram, cautionary boards

& for indicating the type of structure/unit etc.

1 Job 0 0 -

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Sr

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Config

Id


Amount

in

words

1 4.2.1 -

Providing, supply & installation of

electrical substation of 11 KVA

comprising of transmission lines, panels, independent feeder, transformer, LT power & control cables

of various size & Tri- Vector Metering complete including all labor& tools etc. Independent Feeders complete 5 about

1km & LT power & control cables

1 Job 0 0 -

2 4.2.2 -

Providing, installing, erection Water Works Main Electrical Panel in the Panel

Room including connection to various installations.

1 Job 0 0 -

3 4.2.3a -

Installing, erection, supply of all

material and T&P Pumps Electrical

Panels in the proposed Pump Chamber for the control of raw & clear Water

centrifugal pumps, PANEL FOR RAW WATER PUMPS: Cubical type L.T...Panel Board having independent incoming

and outgoing feeder with bus bar of

alluminium bus bar of 300Amp. For phase and neutral of half cross-

sectional area of main bus bar, comprising with following protection devices, operating on 415Volt,

3phase,50 Cycles. INCOMING FEEDER:- a)200Amp. Electrically operated

1 Job 0 0 -

horizontal draw out ACB with earth fault and overload release. 1No. b) 96x96sq.mm. digital ammeter of

suitable range with 3Nos. CTs of AE/Havells/ Indotech make. 1No. a) 96x96sq.mm. digital voltmeter of 0-

500Volt. With selector switch of

AE/Havells / Indotech” makes. 1 No

4 4.2.3b -

b) RYB Indicating lamps. 1Set.

OUTGOING FEEDERS:- a) 30Amp. MCCB with overload & under volt

relays. : 3Nos. b) 96x96sq.mm. Digital

ammeter of suitable range with 3Nos. CT 3Sets. c) Single phasing prevent or 3Nos. d) RYB indicating lamps.: 3Sets

e) Fully automatic star delta starter for motor of 65KW. : 3Sets. f) 20KVAR

Capacitor : 3Nos.

1 Job 0 0 -

5 4.2.4c -

PANEL FOR 3 No’s CLEAR WATER PUMPS:- Cubical type L.T. Panel Board

having independent incoming and

outgoing feeder with busbar of alluminium bus bar of1600 Amp. For phase and neutral of half cross-

sectional area of main bus barcomprising with following protection

devices, operating on 415Volt, 3phase,

50 Cycles. INCOMING FEEDER:- a) 1250Amp. Electrically operated

horizontal draw out ACB with earth fault and overload release. : 2No. b) 96x96sq.mm. digital ammeter of

suitable range with 3Nos. CTs of AE/Havells/ Indotech make. : 2No. c)

96x96sq.mm. digital voltmeter of 0-

500Volt. With selector switch of AE/Havells / Indotech” make. : 2No. d) Automatic power factor connection

relay comprising with shunt capacitor of different suitable rating with contractor

to maintain power factor of the system

0.95, power factor meter. : 1Set. e) RYB Indicating lamps.: 1Set.

OUTGOING FEEDERS:- a) 1100Amp. Horizontal electrical draw out type ACB with overload & under volt relays 3

Nos. b) 96x96sq.mm. digital ammeter

of range 0-630 Amp. CT s With 3 Nos. c) Single phasing preventer 3 Nos. d)

RYB indicating lamps 3 Nos. e)Fully automatic star delta starter for motor 3 Nos.

1 Job 0 0 -

6 4.2.3d -

PANEL BOARD FOR WASTE WATER PUMPS:- Cubical type L.T. Panel board having independent incoming &

outgoing feeder comprising with following devices operating on 415Volt,

3phase, 50C/s. INCOMING FEEDER:-

a)63Amp. 3pole MCCB. 1No. b) 96x96sq.mm. Digital ammeter with 3Nos. CTs of AE/Havells/Indotechmake.

1set c) 96x96sq.mm. Digital voltmeter of 0-500Volt. With selector switch of

1 Job 0 0 -

AE/Havells/Indotech” makes. 1set c) RYB Indicating lamps .1Set. OUTGOING FEEDERS:- a)32Amp. MCCB 3pole:

2Nos. b) 96x96sq.mm. Digital ammeter of range 0-630Amp.with 3Nos.CTs 2Sets. c) Single phasing preventer

2Nos. d) 1KVAR Power Capacitor.2Nos.

DOL starter of 3HP. 2Sets

7 4.2.4 -

Supply, installing LT Power, Control

cables and all connecting cables of various sizes including all material,

1 Job 0 0 -

8 4.2.5a -

External Lighting 1) Providing,

Supplying of 16.00mtr height High mast system with its accessories mast

shaft shall be in two sections, hot dip

galvanized and suitable for wind velocity as per IS 875 part 3.It shall also include accessories for high mast

including head fame, steel wire rope 6mm dia (7/19 construction) double

drum winch Galvanized Lantern

carriage arrangement suitable for 8 luminaries symmetrically & its control gear boxes and lighting final. With built

in power for which operation complete:- a) Foundation bolts b) Erection and

commissioning c) Design and casting of

suitable shallow foundation d) Supply of non-integral flood light Luminaries e)

Supply of twin dome aviation obstruction lights f) G.I. P. pipe earthing station for high mast, g)

Supply of control panel housing suitable control circuit for the operation

1 Job 0 0 -

9 4.2.5b -

2)Installation & fixing of poles with all

material, T & P, fittings labor etc. complete in all respects as per

directions of the Project Manager 9 M

High for street light

15 Numbers 0 0 -

10 4.2.5c -

3)Supply & fixing following type of lamps complete including supply of all

material, labor T & P etc. required for

the proper completion of work. 250 WH PSV street light Internal Lighting Office

Room, Panel Room, Toilet Room & Filtration Plant etc.

15 Numbers 0 0 -

11 4.2.6 -

Provision for Earthing all installations &

Cable Trays including all material &labor complete in all respects.

1 Job 0 0 -

12 4.3.1a -

Installing & erection of RAW/CLEAR WATER PUMPS: Electrically driven

horizontal split casing centrifugal pumps to handle clear & raw water

having the following technical

parameters complete in all respects as per detailed specification Particulars

Raw Water Pumps Capacity 200 LPS Head in mtr. 15

3 Numbers 0 0 -

13 4.3.1b - Clear Water Pumps Capacity 275 200LPS Head in mtr. 75 40

3 Numbers 0 0 -

4.3.1c Suitable backwash pumps 1W+1S 1 Job

14 4.3.1c1d - Waste Water Pumps Capacity 200 LPS 3 Numbers 0 0 -

Head in mtr. 15 For item 4.3.1ato 4.3.1 c A) Suc./Delivery size of pipe(mm) of required size Efficiency at duty point

Minimum 60% BKW Absorbed As required KW of motor recommended As required Speed in rpm. 1480 B )

MATERIAL OF CONSTRUCTION:- Casing

: CI to IS:210,Gr.Fg.260 Impeller: LTB2 as per IS:318 SS CF8 Wearing

ring:LTB2 as per IS:318 SS CF8 Shaft : SS AISI:410 Shaft Sleeve : SS

AISI:418 Base Plate : M.S. Fabricated C).MOTOR:-Horizontal sq. cage electric motor in TEFC enclosure with F-Class

insulation suitable for operation on 415V+/-10% volt, 3phase, 50C/s AC supply and will be conforming to IS:

325/1978. D) Accessories for above pumping sets such as Base Plate & Coupling, All material &labor for

foundations of pumping sets including

cost of foundation bolts , nuts washers complete in all respects as per site

requirement. E) STARTERS Electric starters to suit the electric motors at

serial no-C above as per Requirement & specifications.

15 4.3.2 - Providing and fixing of the industrial type exhaust fan 250 mm complete in

all respects

10 Numbers 0 0 -

16 4.3.3 -

Provision for Pipes, valves, specials from Pumps to main header complete

with supply, laying, installation of pipes, bends, Non Return valves, L’s,

Y’s junctions excavation, cutting of

walls, cutting of pipes, jointing, clamps etc. D.I class K-9 For Raw, Clear,& Waste Water pumping sets

1 Job 0 0 -

17 4.3.4 -

Installation of Gantry with Rail Section resting on RCC Corbels on both sides of the pump chamber( 22.0 x 7.5M) on

which the H.O.T Gantry is to travel complete with rail clamps and other accessories for mounting the rails and

suitable end stops

1 Job 0 0 -

18 4.3.5 -

Installation ofH.O.T Crane single bridge girder carrying two wheels rim

toughened heat treated carbon steel double flanged type. Having antifriction ball/ roller bearing at each end resting

on rail complete with end stops ( Item No4 above) for a chain Pulley Block of 5 Tons capacity to be operated on the

lower flange of the bridge girder Span

for the Bridge Girder 7.5 M complete with The Traveling Trolley & Chain

Pulley block of capacity 5 tons

1 Job 0 0 -

19 4.3.6a -

A. Installation, testing & commissioning GENERATING SET Sound Proof DG Set

Engine Air Cooled Diesel Engine with rated capacity of required BHP at 1500 RPM, direct injection type, 4 stroke,

32 Numbers 0 0 -

complete in all respects B. Alternator Suitable brushless type battery self-exciting Alternator with suitable size of

flexible coupling, battery charger of suitable Amp Hr Rating, as per requirement of Pollution Board C.

Accessories for the D.G Set such as

common fabricated MS base frame, anti-vibration mounting pads, battery

including cost of foundation bolts, nuts & Washers complete in all respects as

per site requirement D.AMF PANEL Supply, erection, testing and commissioning of AMF Panel complete

630 KVA

20 4.3.6b7 -

Installation of Surge protection system for

clear water pumping station at WTP site and

for booster pump station with all necessary

connection and accessories like connecting

to pipelines, valves, differential orifice, air

pipeline, compressors, draining facilities,

level monitoring system, pressure relief

valve, related instrumentation and control

etc. to protect the pumps and pumping

main against surge.320 KVA

1 NumberJob 0 0 -

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1 4.4.1 -

PRESSUREGAUGES: Bourdon’s tube with pressure sensing, by diaphragm 100/150 mm @ 2nos. per set of pumps/blower

casing MOC (die cast aluminium mounting

½” NPT type. For Clear water Pumping Sets 4 For Raw water Pumping Sets 3 For

Waste water Pumping Sets 2

9 Numbers 0 0 -

2 4.5.1a -

Excavation for pipelines running under pressure in trenches and pits, in open

areas, where disposal of surplus earth is done along with the alignment including trimming & dressing sides, leveling of beds

of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc.,

refilling consolidation and watering of refill,

in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of

dewatering of rain water, diversion of traffic, night signals, fixing caution boards,

watching, fencing etc., and outside the

town in ordinary soil: b)with timbering & shoring 1.Raw Water main form Pumps to

Inlel chamber of Filtration plant 50M 2. From Pure water channel to Clear Water

375 CUM 0 0 -

Tank & to Clear water Suction Sump 65 +10 75M 125M 1x 125x 1.5x 2.00= 375M3

3 4.5.1b -

1v) exceeding 3M depth , but up to 4.5M

depth From S& S tank to Raw Water

Suction sump 1x150x1.5x 4 = 900M3

900 CUM 0 0 -

4 4.5.2a -

Providing, Stringing, cutting & jointing with

rubber gasket ISI marked SBR quality

conforming to ISI 5382 including specials, Socket & spigot centrifugally cast(spun)

Ductile Iron pressure pipes K-9 grade pipe (ISI MARKED) with internal cement mortar lining Conforming to IS 8329/2000 suitable

for Push-on jointing along trenches and laying the same in trenches to correct

alignment and gradient. 700mm

50 Mtr 0 0 -

5 4.5.2b - 900mm 75+ 150=225 225 Mtr 0 0 -

6 4.5.3a -

Providing & making flanged joints to flanged cast iron /DI Pipes / specials, valves etc. of all classes including labor&

cost of all jointing material (rubber packing/ insertion, nuts bolts etc.) tools

including giving hydraulic testing .(Only

75% rate shall be payable till satisfactory hydraulic testing is given) complete.

700mm

6 Numbers 0 0 -

7 4.5.3b - 900mm 10 Numbers 0 0 -

8 4.5.4 -

Providing and fixing CI D/F Sluice valves

conforming ISI specifications for clear

water application PN-1.6 rating, manually operated conform to IS: 14846 having body, door, dome, gland in graded C.I. to

IS:210 .Fig.-260 four faces spindle nut of gun metal, inside screwed non-rising

stainless steel AISI : 410 spindle. Valves of

size 350mm and above will be with BTB and gear box arrangement for ease in operation. Flange to be drilled as per:

1538 Part-IV & VI. Valves are suitable for hydrostatic test pressure of Valves of size

350mm and above will be with BTB and gear box arrangement for ease in

operation. Flange to be drilled as per:

1538 Part-IV & VI. Valves are suitable for hydrostatic test pressure of 16Kg. / Cm2 for seat and 24 Kg.Cm2 for body (e)

600mm Internal diameter

4 Numbers 0 0 -

9 4.5.5 -

Constructing masonry Chamber 120x120x100 cm, inside with 75 class

designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice valve, with C.I. surface box 100 mm. Top

diameter, 160mm bottom diameter and 180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix(1 cement:5 fine

sand :10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement: 3 coarse

sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with F.P.S bricks. For

Sluice valves 600mm and above

4 Numbers 0 0 -

10 4.5.6 - Construction of open channel / conduit for 1000 Mtr 0 0 -

the disposal of waste water from filtration plant for irrigation purposes

11 4.6.1 -

Designing & Construction of brick masonry

boundary wall as per design approved by

the Engineer-in- charge all-round the WTP complex complete with excavation PCC,

Steel, RCC, brick work, DPC, plaster, pointing, finishing of the wall with height of 1.6 M above DPC level with minimum wall

thickness as 230 mm etc.

1156 Mtr 0 0 -

12 4.6.2a -

Iron Gate & Pillars Provision for iron gates 10 M wide with approved grill work, RCC

side pillars its foundation, finishing painting etc. complete including wicket

gate. Main Gate side pillars etc

1 Number 0 0 -

13 4.6.2b - Main Gate 1 Number 0 0 -

14 4.6.3 - Security Shelter: Provision for construction of guard room cum reception (3x3.5 M) for watchman

10.5 Square

Meter 0 0 -

15 4.7.1 -

Designing and Construction of houses as per design to be approved by Engineer-in-charge, drawing for guidance attached.

Type –2 houses of plinth area 770 sq. ft (71.60m2) - 1 No.

1 Number 0 0 -

16 4.7.1a - Type –4 house of plinth area 350 sq. ft

(32.50m2) – 3 No 3 Numbers 0 0 -

17 5.1 -

Excavation for pipelines running under pressure in trenches and pits, in open

areas, where disposal of surplus earth is done along with the alignment including trimming & dressing sides, leveling of beds

of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill,

in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of

dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc., and outside the

town in ordinary soil : Pick &Jumper Work( Extra Over the ordinary Soil)

128304 CUM 0 0 -

18 5.2a -

Providing, Stringing, cutting, jointing

Socket & spigot centrifugally cast (spun) Ductile Iron pressure pipes K-9 grade pipe(ISI Marked) with internal cement

mortar lining Conforming to IS 8329/2000

suitable for Push-on jointing along trenches and laying the same in trenches

to correct alignment and gradient with rubber gasket ISI marked SBR quality

conforming to ISI 5382 for push joints with supply and fixing DI specials etc. 350mm

300 Mtr 0 0 -

19 5.2b - 600mm 25600 Mtr 0 0 -

20 5.2c - 800mm 6600 Mtr 0 0 -

21 5.2d - 900mm 11800 Mtr 0 0 -

View BOQ List

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Formatted: Hidden


Sr

No.

BOQ

Item Id

BOQ

Config Id


Amount

in words

1 5.3a -

Providing & making flanged joints to

flanged cast iron /DI Pipes / specials,

valves etc. of all classes including labor& cost of all jointing material (rubber

packing/ insertion, nuts bolts etc.) tools including giving hydraulic testing complete in all respects. 350mm

40 Numbers 0 0 -

2 5.3b - 600mm 20 Numbers 0 0 -

3 5.4a -

Providing and fixing CI D/F Sluice valves soft seated conforming ISI specifications for clear water application PN-1.6 rating,

manually operated conform to IS: 14846 having body, door, dome, gland in graded

C.I. to IS:210 .Fig.-260 four faces spindle

nut of gun metal, inside screwed non-rising stainless steel AISI : 410 spindle. Valves of

size 350mm and above will be with BTB and gear box arrangement for ease in operation. Flange to be drilled as per: 1538

Part-IV & VI. Valves are suitable for hydrostatic test pressure of 16Kg. / Cm2

for seat and 24 Kg.Cm2 for body (PN.1.6

Rating). 350mm internal diameter of valve

10 Numbers 0 0 -

4 5.4b - 600mm Internal diameter of valve 10 Numbers 0 0 -

5 5.5a -

Providing & fixing Kinetic Double Orifice type Air Valve cast iron double orifice air

type air release valve small orifice, elastic

ball of standard specifications resting on a gunmetal orifice nipple and large orifice

vulcanite ball seating on moulded seat ring, with built-in kinetic features, isolating

sluice valve mounted in horizontal position and operated by meter wheel gearing, inlet faced and drilled to IS; 1538 Table IV & VI

Valves suitable for a minimum working pressure of 16 Kg/Cm2 complete Kinetic Air Valve Flanged Type PN-1.6 150mm

12 Numbers 0 0 -

6 5.5b - 80mm 88 Numbers 0 0 -

7 5.6 -

Providing and fixing C.I. D/F NON-RETURN VALVE single door swing check valve

having body, door, cover of graded in cast

iron to IS: 210 Gr. Fig.260, body and door rings of gunmetal, hinge pin of stainless steel AISI:410. Flanges drilled to IS: 1538

Part-IV & VI. Valves are suitable for hydrostatic test pressure of 16 Kg./Cm2 for

seat and 24 Kg./Cm2 for body ( PN.1.6

Rating) 600mm

1 Number 0 0 -

8 5.7 -

Constructing masonry Chamber

120x120x100 cm, inside with 75 class designation brick work in cement mortar

1:5 (1 cement ;5 fine sand) for sluice valve, with C.I. surface box 100 mm. Top

diameter, 160mm bottom diameter and 180 mm deep(inside) with chained lid and

RCC top slab 1:2:4 mix(1 cement:5 fine sand :10 graded stone aggregate 40mm

21 Numbers 0 0 -

nominal size) and inside plastering with cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished with a floating

coat of neat cement complete as per standard design with F.P.S bricks. For Sluice valves 300mm and above

9 5.8a -

Designing, manufacturing, supplying and erecting following valves with allied materials for water hammer control device

including cost of designing, manufacturing cost of all taxes third party inspection

charges, insurance charges, transportation

to site of work and trial at site, etc. complete, as directed by the Engineer-in- Charge. a) Zero velocity valves

hydraulically operated as per detailed specifications with flanged end(Main body

either in M.S./C.I.) Class-15( test

pressure15 kg/cm2) 900mm

1 Number 0 0 -

10 5.8b - 800mm 1 Number 0 0 -

11 5.8c - 600mm 2 Numbers 0 0 -

12 5.9 -

Cement concrete Thrust Blocks of M-15

mix, including cost of cement concrete, shuttering, reinforcement steel

675 CUM 0 0 -

13 5.10a -

Road or Railway crossing with Trench less

Technology method including construction of driving and receiving pits , providing and supplying of M.S casing of 1440mm

diameter including supply and insertion of 900 mm dia M.S pipe with necessary

anticorrosive coats etc., complete as per

directions of the Project manager Road Crossings

115 Mtr 0 0 -

14 5.10b - Railway Crossing & N.H.-8 crossing 60 Mtr 0 0 -

15 5.11 -

Providing and fixing in position air valve shaft including providing and fixing150 mm G.I Medium Class or 6mm thick M.S. pipe

shaft ,2.70M long over trench flange of air valve tee , providing PCC block of M-150 concrete.,150mm thick around the air

valve tee including encasing of vertical shaft in PCC M-150 as shown in type

design drawing together with providing and making flanged joints wherever required

and fixing of air valve over the shaft excluding cost of air valve and branch

flanged air valve tee etc,. complete as per type design and as directed by the

Engineer-in- Charge for the following diameters of pipe line ( type design attached) A)Foundation on ordinary and

Harder Strat 600mm dia. Pipe line

12 Numbers 0 0 -

16 5.12 -

Cutting road and making good the same including supply of extra quantities of

materials i.e. aggregate mooram screening

red bajrian labour required. Bituminous portion 18x20x2 = 720 Sqmt

720 Square

Meter 0 0 -

17 6.1.1 -

Designing (aesthetically) and constructing

RCC ground service reservoir in M-250 mix. of required capacity including excavation in

all types of strata, foundation concrete, container walls, bottom slab top RCC roof

1250 Kilo Ltr 0 0 -

slab/ or dome, including refilling and disposing of surplus stuff within lead of 50 M, all labor and material charges, for

providing, laying and jointing of pipe assembly for inlet, outlet, Scour, overflow and bye-pass arrangement consisting of CI

D/F pipes, specials and valves of given

diameter, providing and fixing accessories such as aluminum ladder inside and

outside, C.I. Manhole frame and cover, water top slab, B.B masonry chamber for

all valves ventilating column, including giving satisfactory hydraulic Test and water tightness test as per IS code and providing

three coats of cement paints to all expose surface of structure including roof surface etc. complete as per design data , criteria

obligatory requirements and detailed specifications. 1.One Tank in Single compartments Note 1. The design shall be

in accordance with various relevant I.S.

Specifications (I.S. 456/1978, I.S.875-1987, I.S. 3370-1965 or revised.) 2. Only

M.S.bars grade -I confirming to I.S.432 part-1 or high deformed bars conforming to

IS 1786 or IS 1139 shall be used grade II M.S. bars shall not be used. 3. Entire

structure shall be in M-250 only 4. The job includes Designing the structure for uplift

pressure and dewatering if required during entire execution and disposal of surplus

excavated stuff with a lead of 50 meters as directed by the Engineer-in –charge. 5. Ground Service Reservoir outlets shall be

with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate includes cost

of suction pit required at bottom. All pipes diameters shall be only CI pipes and CI specials shall be used.

18 6.1.2 -

Provision for inlet, Outlet ,over flow,& Scour Pipes, valves, specials from rising main and from supply main, Over Flow

pipes , Scour pipes etc. complete with

supply, laying, installation of pipes, bends, other specials excavation, cutting of walls,

cutting of pipes, jointing, clamps etc. as per detail attached

1 Job 0 0 -

19 6.1.3 -

Provision for construction of Toilet Room of

5 Sq. Meter Floor Area complete internal water supply ,drainage & sanitary Fittings

5 Square Meter

0 0 -

20 6.1.4 -

Providing and laying sewer line of adequate

dia from toilet block, & other building where required for up to the Septic tanks & soakage Pits at booster .

1 Job 0 0 -

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BOQ Item Id

BOQ Config Id

BOQ Description Quantity UOM RateAmount Amount

in words

1 6.1.5 - For storage Chlorination a Chamber/ Salt

Storage Room at booster 1 Number 0 0 -

2 6.1.6 - Construction of Storm Water Drainage

network for this complex 1 Job 0 0 -

3 6.1.7 -

Site Development Earth work excavation & filling to attain the required average formation level General leveling& dressing

of proposed site etc. including watering,

draining labor T & P etc. required. Provision for Horticulture work at site

including cost of seeds, manure plants etc

1 Job 0 0 -

4 6.1.8 -

Construction of cement concrete Road 3.75 m wide/footpath 1.5 m wide as per

specifications given below to connect the various structures of booster At booster 250 M a).Cement Concrete 1:2:4( 1

cement: 2course sand: 4 graded stone aggregate 20mm nominal size) in

pavements, laid to required slope and

camber in panels as required including consolidation finishing and tamping

complete. b)Cement Concrete 1:6: 12 with stone aggregate 40mm nominal size under the above pavement.

1 Job 0 0 -

5 6.1.9 -

Display Boards: Supply & erection of

display boards showing the site of booster, flow diagram cautionary boards & for

indicating the type of structure/unit etc.

1 Job 0 0 -

6 6.2.1 -

Designing, providing and constructing pump chamber for Clear water pumps of

Size given below with RCC framed

structure for housing 3 nos. Raw clearWater pumping sets forPataudi&4 3No’s clear water pumping sets for

pumping to Sahshola, partly below ground level including excavation, in all strata, 15

cm thick PCC bedding in M-100 below foundation, providing and constructing

brick masonry walls of required width in

CM 1:4 for plinth, M-150 R.C.C .footings, columns, beams, corbels for gantry girders, lintels, chajjas and roof slab as per

requirements and design .The height of pump house shall be 4.0M.(From floor level

to Ceiling) Providing and constructing B .B.

masonry wall of 23cm thickness in CM 1:4 for full height together with providing and applying 20 mm thick cement plaster

externally 12mm thick internally in CM 1:4 including filling the plinth and trench sides

with excavated material C.C. 1:2:4 flooring

of 40 mm thickness with 10 cm bedding, providing and fixing one steel door of

minimum opening 6 sqm, fully glazed steel windows ( the area of these windows shall be 20% of the floor area of pump house)

together with proper spacing of windows as directed Including providing and applying

three coats of oil paint to door and

1 Number 0 0 -

windows and two coats of snowcem/ cement based paint of approved shade and make to external surfaces of pump house

and three coats of whitewash to internal surfaces of pump house including providing and constructing R.C.C steps to provide

access to pump house and cement

concrete foundation blocks for 7nos pumping sets of required size and

specifications for fixing pumping sets as directed by the Project Manager complete

as per drawing and design approved by the Project Manager Inside Size 21.00 x 7.5M

7 6.3.1 -

Designing & Construction of brick masonry boundary wall as per design approved by

the Project Manager all-round the booster complex complete with excavation PCC,

Steel, RCC, brick work, DPC, plaster,

pointing, finishing of the wall with height of 1.6 M above DPC level with minimum wall

thickness as 230 mm etc.

240 Mtr 0 0 -

8 6.3.2a -

Iron Gate & Pillars: Provision for iron gates 10 M wide with approved grill work, RCC side pillars its foundation, finishing painting

etc. complete including wicked gate. Main Gate side pillars etc.

1 Number 0 0 -


10 6.4.1 -

Designing and Construction of houses as per design to be approved by Project Manager, drawing for guidance attached.

Type –4 house of plinth area 350 sq. ft (32.50m2)

1 Number 0 0 -

11 6.5.1 -

Providing, installing, erection Water Works

Main Electrical Panel including connection to various installations.

1 Number 0 0 -

12 6.5.2a -

External Lighting 1. Supplying & fixing poles with all material, T & P, fittings

labour etc. complete in all respects as per directions of the Project Engineer 9 M High

for street light.

10 Numbers 0 0 -

13 6.5.2b -

2. Supply & fixing following type of lamps complete including supply of all material,

labour T & P etc. required for the proper completion of work. 250 WH PSV street

light

10 Numbers 0 0 -

14 6.5.2c - Internal Lighting Chlorination Room & Salt

Store Toilet Room 1 Job 0 0 -

15 6.5.3 - Provision for Earthing all installations including all material & labour complete in

all respects.

1 Job 0 0 -

16 6.5.4 -

Providing, supply & installation of electrical Sub Station of 11 KVA comprising of

transmission lines, panels, Independent feeder, transformer; LT Power & control

cable of various sizes Independent feeder

complete 10 KM

1 Job 0 0 -

17 6.5.5 - LT Power & Control cable 1 Job 0 0 -

18 6.6.1 -

6.6.1 Providing, installing & erection of CLEAR WATER PUMPS: Electrically driven

horizontal split casing centrifugal pumps to handle clear water having the following

3 Numbers 0 0 -

technical parameters complete in all respects as per detailed specification Clear Water Pumps for pumping to

SahsholaCapacity 150 55LPS Head in mtr. 75and clear water pumps for pumping to Pataudi and hailymandi capacity 100 LPS,

head 35 m A) Suc./Delivery size of

pipe(mm) of required size Efficiency at duty point Minimum 60% BKW Absorbed

As required KW of motor recommended As required Speed in rpm. 1480 Casing : CI to

IS:210,Gr.Fg.260 Impeller: LTB2 as per IS:318 SS CF8 Wearing ring:LTB2 as per IS:318 SS CF8 Shaft : SS AISI:410 Shaft

Sleeve : SS AISI:418 Base Plate : CI Casted & Fabricated C).Motor: Horizontal sq. Cage electric motor in TEFC enclosure

with F-Class insulation suitable for operation on 415V+/-10% volt, 3phase, 50C/s AC supply and will be conforming to

IS: 325/1978. D) Accessories: Accessories

for above pumping sets such as Base Plate & Coupling, All material &labor for

foundations of pumping sets including cost of foundation bolts , nuts washers

complete in all respects as per site requirement. E) Starters: Electric starters

to suit the electric motors at serial no-C above as per Requirement & specifications.

3 No 6.6.1 Providing, installing & erection of CLEAR WATER PUMPS: Electrically

driven horizontal split casing centrifugal pumps to handle clear water having the following technical parameters complete in

all respects as per detailed specification Clear Water Pumps Capacity 150 LPS Head in mtr. 75 A) Suc./Delivery size of

pipe(mm) of required size Efficiency at duty point Minimum 60% BKW Absorbed As required KW of motor recommended As

required Speed in rpm. 1480 Casing : CI to

IS:210,Gr.Fg.260 Impeller: LTB2 as per IS:318 SS CF8 Wearing ring:LTB2 as per

IS:318 SS CF8 Shaft : SS AISI:410 Shaft Sleeve : SS AISI:418 Base Plate : CI

Casted & Fabricated C).Motor: Horizontal sq. Cage electric motor in TEFC enclosure

with F-Class insulation suitable for

operation on 415V+/-10% volt, 3phase, 50C/s AC supply and will be conforming to IS: 325/1978. D) Accessories: Accessories

for above pumping sets such as Base Plate & Coupling, All material &labor for foundations of pumping sets including cost

of foundation bolts , nuts washers complete in all respects as per site requirement. E) Starters: Electric starters

to suit the electric motors at serial no-C above as per Requirement & specifications.

3 No Providing, installing & erection of CLEAR WATER PUMPS: Electrically driven

horizontal split casing centrifugal pumps to handle clear water having the following

technical parameters complete in all respects as per detailed specification Clear Water Pumps Capacity 150 LPS Head in

mtr. 75 A) Suc./Delivery size of pipe(mm) of required size Efficiency at duty point Minimum 60% BKW Absorbed As required

KW of motor recommended As required

Speed in rpm. 1480 Casing : CI to IS:210,Gr.Fg.260 Impeller: LTB2 as per

IS:318 SS CF8 Wearing ring:LTB2 as per IS:318 SS CF8 Shaft : SS AISI:410 Shaft

Sleeve : SS AISI:418 Base Plate : CI Casted & Fabricated C).Motor: Horizontal sq. Cage electric motor in TEFC enclosure

with F-Class insulation suitable for operation on 415V+/-10% volt, 3phase, 50C/s AC supply and will be conforming to

IS: 325/1978. D) Accessories: Accessories for above pumping sets such as Base Plate & Coupling, All material &labor for

foundations of pumping sets including cost

of foundation bolts , nuts washers complete in all respects as per site

requirement. E) Starters: Electric starters to suit the electric motors at serial no-C

above as per Requirement & specifications.

19 6.6.2 - Providing and fixing of the industrial type exhaust fan 250 mm (20 inches) complete in all respects.

4 Numbers 0 0 -

20 6.6.3 -

Provision for Pipes, valves, specials from Pumps to main header complete with supply, laying, installation of pipes, bends,

Non Return valves, L’s, Y’s junctions excavation, cutting of walls, cutting of

pipes, jointing, clamps etc. D.I class K-9

For Raw, Clear,& Waste Water pumping sets

1 Job 0 0 -

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1 6.6.4 -

Gantry with Rail Section resting on RCC Corbels on both sides of the pump chamber( 22.0 x 7.5M) on which the H.O.T

Gantry is to travel complete with rail clamps and other accessories for mounting

the rails and suitable end stops

1 Job 0 0 -

2 6.6.5 -

HE.O.T Crane single bridge girder carrying two wheels rim toughened heat treated

carbon steel double flanged type. Having antifriction ball/ roller bearing at each end

resting on rail complete with end stops ( Item No4 above) for a chain Pulley Block of

5Tons capacity to be operated on the lower flange of the bridge girder Span for the

1 Job 0 0 -

Bridge Girder 7.5 M complete with The Traveling Trolley & Chain Pulley block of capacity 5 tons

3 6.6.6 -

Supply, Installation, testing &

commissioning Generating Set 3 2Nos. of 500 320KVA Sound Proof DG Set Engine

Air Cooled Diesel Engine with rated capacity of required BHP at 1500 RPM, direct injection type, 4 stroke, complete in

all respects B. Alternator: Suitable brushless type battery self-exciting

Alternator with suitable size of flexible

coupling, battery charger of suitable Amp Hr Rating, as per requirement of Pollution Board C. Accessories for the D.G Set: such

as common fabricated MS base frame, anti-vibration mounting pads, battery

including cost of foundation bolts, nuts &

Washers complete in all respects as per site requirement D.AMF PANEL: Supply,

erection, testing and commissioning of AMF Panel complete 500 320KVA

32 Numbers 0 0 -

6.6.7 Supply and installation of Electromagnetic bulk

flow meter 350mm as per specifications 1 Number

4 7.1.1 -

Designing (aesthetically) and constructing RCC ground service reservoir in M-250

mix. of required capacity including excavation in all types of strata, foundation

concrete, container walls, bottom slab top RCC roof slab/ or dome, including refilling

and disposing of surplus stuff within lead of 50 M, all labor and material charges, for

providing, laying and jointing of pipe assembly for inlet, outlet, Scour, overflow

and bye-pass arrangement consisting of CI D/F pipes, specials and valves of given

diameter, providing and fixing accessories

such as Aluminum ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B masonry chamber for

all valves ventilating column, including giving satisfactory hydraulic Test and water tightness test as per IS code and

providing three coats of cement paints to all exposed surfaces of structure including roof surface etc. complete as per design

data , criteria obligatory requirements and detailed specifications. 1.One Tank in

Single compartment Note 1. The design shall be in accordance with various

relevant I.S. Specifications (I.S. 456/1978,

I.S.875-1987, I.S. 3370-1965 or revised.) 2. Only M.S.bars grade -I confirming to I.S.432 part-1 or high deformed bars

conforming to IS 1786 or IS 1139 shall be used grade II M.S. bars shall not be used.

3. Entire structure shall be in M-250 only

4. The job includes Designing the structure for uplift pressure and dewatering if required during entire execution and

disposal of surplus excavated stuff with a lead of 50 meters as directed by the

9000 Kilo Ltr 0 0 -

Project Manager 5. Ground Service Reservoir outlets shall be with bell mouth of approved pattern in bottom slab and

cost of designing bell mouth is included in the rate includes cost of suction pit required at bottom. For pipe diameters up

to 300mm only CI pipes and CI specials

shall be used. All pipe diameters to be used CI D/F and CI specials

5 7.1.2 - Provision for construction of chlorination chamber cum salt storage room of internal

size 7x4x3m complete in all respects.

1 Number 0 0 -

6 7.1.3 -

Provision for inlet, Outlet ,over flow,& Scour Pipes, valves, specials from rising

main and from supply main, Over Flow

pipes , Scour pipes etc. complete with supply, laying, installation of pipes, bends, other specials excavation, cutting of walls,

cutting of pipes, jointing, clamps etc. as per detail attached

1 Job 0 0 -

7 7.1.4 -

Provision for construction of Toilet Room of

5 Sq. Meter inside Floor Area complete internal water supply ,drainage & sanitary Fittings

5 Square Meter

0 0 -

8 7.1.5 -

Providing and laying sewer line of adequate dia from toilet block, & other building where required for up to the

Septic tanks & soakage Pits at reservoir at RD 44600.

1 Job 0 0 -

9 7.1.6 - For storage of Chlorination a Chamber/

Salt Storage Room at booster 1 Job 0 0 -

10 7.1.7 - Construction of Storm Water Drainage network for this complex

1 Job 0 0 -

11 7.1.8 -

Site Development Earth work excavation &

filling to attain the required average formation level General leveling& dressing of proposed site etc. including watering,

draining labor T & P etc. required. Provision for Horticulture work at site including cost of seeds, manure plants etc

1 Job 0 0 -

12 7.1.9 -

Construction of cement concrete Road 3.75

mwide/footpath 1.5 m wide as per specifications given below to connect the

various structures of Water Works At RD 44600 250 M a).Cement Concrete 1:2:4( 1 cement: 2course sand: 4 graded stone

aggregate 20mm nominal size) in

pavements, laid to required slope and camber in panels as required including

consolidation finishing and tamping complete. b)Cement Concrete 1:6: 12 with

stone aggregate 40mm nominal size under the above pavement

1 Job 0 0 -

13 7.1.10 -

Display Boards: Supply & erection of display boards showing the site of

reservoir, flow diagram cautionary boards & for indicating the type of structure/unit

etc.

1 Job 0 0 -

7.1.11

Supply and installation of Electromagnetic bulk

meter with accessories 1 No 500mm and one no

350 mm dia pipe as per specifications

1 job

14 7.2.1 -

Supply, installation and commissioning of Electro chlorination plant of 1kg/hr capacity consisting of following

components:- i)Brine preparation/storage tank with a capacity suitable for 24 hour operation. ii)Sodium Hypo chloride solution

tank of 1200 Lts. Capacity. iii)

Instrumentation control panel including mechanical flow control instruments viz.

ball valves, pressure reducing valves, solenoid valves, set of flow meters to

control the flow of fresh water to brine preparation tank. Intermediate cooler and the cell pack for the dilution purpose. iv)

Intermediate resonance type cooler fitted with a titanium cooling coil coated with a mixed metal oxide chemical for its

protection. v) PVC/FRC cell pack for mounting of electrodes. vi) Brine feed pump having a rating of 35 lph at 4kg/sq

cm pressure with a liquid end of the pump

made out of polypropylene corrosion resistant material, to feed the requisite

brine solution into the electrode chamber. vii) D.C.Rectifier of reputed make with an

output of 240 Amps. At 30V operating on 415, 3Ph,50Hz AC , supply .viii) 1 No of

dosing pump of capacity 850 lph at 10 Kg/sqcm. As per specifications and

hypochlorite storage tank of HDPE material of 5000Ltr. Capacity.Supply installation

and commissioning of vaguum chlorinator capacity 1 kg/hour, 1 working and 1 stand by with accessories such as pumps, 2

chlorine tonners, safety equipment complete

1 Job 0 0 -

15 7.3.1 -

Designing & Construction of brick masonry

boundary wall as per design approved by

the Project Manager all-round the reservoir complex complete with excavation PCC,

Steel, RCC, brick work, DPC, plaster, pointing, finishing of the wall with height of 1.6 M above damp proof course level with

minimum wall thickness as 230 mm etc.

585 Mtr 0 0 -

16 7.3.2a -

Iron Gate & Pillars: Provision for iron gates 10 M wide with approved grill work, RCC

side pillars its foundation, finishing

painting etc. complete including wicket gate. Main Gate- side pillars etc.

1 Number 0 0 -


18 7.4.1 -

Designing and Construction of houses as per design to be approved by Project Manager drawing for guidance attached.

Type –4 house of plinth area 350 sq. ft

(32.50m2)

1 Number 0 0 -

19 7.5.1 -

Providing, installing, erection of Water

Works Main Electrical Panel including

connection to various installations.

1 Job 0 0 -

20 7.5.2a -

a) Supplying & fixing poles with all

material, T & P, fittings labor etc. complete in all respects as per directions of the

Engineer-in-Charge 9 M High for street

10 Numbers 0 0 -

light

21 7.5.2b -

b) Supply & fixing following type of lamps complete including supply of all material,

labor T & P etc. required for the proper

completion of work 250 WH PSV street light

10 Numbers 0 0 -

22 7.5.2c - c) Internal Lighting Chlorination Room &

Salt Store Toilet Room 1 Job 0 0 -

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Sr No.

BOQ Item

Id

BOQ Config

Id


in

words

1 7.5.3 - Provision for Earthing all installations including all material &labor complete in all respects.

1 Job 0 0 -

2 8.1 -

Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is

done along with the alignment including

trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint

holes, cutting trees and bushes, etc., refilling consolidation and watering of refill, in 15 cm layers and restoration of

unmetalled or unpaved surface to its

original condition, including the cost of dewatering of rain water, diversion of

traffic, night signals, fixing caution boards, watching, fencing etc., and outside the town in ordinary soil: pick &jumper work(

extra over the ordinary soil)

42048 CUM 0 0 -

3 8.2a -

Providing, Stringing, cutting & jointing Socket & spigot centrifugally cast (spun)

Ductile Iron pressure pipes K-9 grade pipe (ISI Marked) with internal cement mortar

lining Conforming to IS 8329/2000 suitable

for Push-on jointing along trenches and laying the same in trenches to correct alignment and gradient with rubber gasket

as per ISI SBR quality conforming to IS 5382 for push joints including supply and

fixing suitable DI specials 350mm

150 Mtr 0 0 -

4 8.2b - 300mm 1500 Mtr 0 0 -

5 8.2c - 500mm 8400 Mtr 0 0 -

6 8,2d - 450mm 6000 Mtr 0 0 -

7 8.3a -


flanged cast iron /DI Pipes / specials, valves etc. of all classes including labour &

cost of all jointing material (rubber

packing/ insertion, nuts bolts etc.) tools including giving hydraulic testing. Complete in all respects. 350mm

20 Numbers 0 0 -

8 8.3b - 300mm 4 Numbers 0 0 -

9 8.3c - 5 00mm 10 Numbers 0 0 -

10 8.3d - 450mm 8 Numbers 0 0 -

11 8.4a -

Providing and fixing CI D/F Sluice valves conforming ISI specifications for clear

water application PN-1.6 rating, manually

operated conform to IS: 14846 having body, door, dome, gland in graded C.I. to

IS:210 .Fig.-260 four faces spindle nut of gun metal, inside screwed non-rising stainless steel AISI : 410 spindle. Valves of

size 350mm and above will be with BTB and gear box arrangement for ease in

operation. Flange to be drilled as per: 1538

Part-IV & VI. Valves are suitable for hydrostatic test pressure of 16Kg. / Cm2 for seat and 24 Kg.Cm2 for 350mm internal

diameter of valve

5 Numbers 0 0 -

12 8.4b - 300mm internal diameter of valve 1 Numbers 0 0 -

13 8.4c - 500mm Internal diameter of valve 5 Numbers 0 0 -

14 8.4d - 450mm Internal diameter of valve 4 Numbers 0 0 -

15 8.5 -

Providing & fixing Kinetic Double Orifice type Air Valve cast iron double orifice air type air release valve small orifice, elastic


vulcanite ball seating on moulded seat ring,

with built-in kinetic features, isolating sluice valve mounted in horizontal position and operated by metre wheel gearing, inlet

faced and drilled to IS; 1538 Table IV & VI Valves suitable for a minimum working

pressure of 16 Kg/Cm2 complete Kinetic Air

Valve Flanged, Type PN-1.6, 150mm

3 Numbers 0 0 -

16 8.6 -


120x120x100 cm, inside with 75 class

designation brick work in cement mortar 1;5 (1 cement ;5 fine sand) for sluice valve, with C.I. surface box 100 mm. Top

diameter, 160mm bottom diameter and 180 mm deep(inside) with chained lid and

RCC top slab 1:2:4 mix(1 cement:2 fine sand :4 graded stone aggregate 40mm

nominal size) and inside plastering with

cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per

standard design with F.P.S bricks For Sluice valves 300mm and above

14 Numbers 0 0 -

17 8.7 -

Designing, manufacturing, supplying and

erecting following valves with allied materials for water hammer control device including cost of designing, manufacturing

cost of all taxes third party inspection charges, insurance charges, transportation to site of work and trial at site, etc.

complete, as directed by the Project Manager. a) Zero velocity valves hydraulically operated as per detailed

specifications with flanged end (Main body either in MS/CI) Class-15( test pressure15 kg/cm2) 500mm

1 Number 0 0 -

18 8.8 - Cement concrete Thrust Blocks of M -15

mix including cost of cement concrete, 27 CUM 0 0 -

shuttering, reinforcement steal,

19 8.9 -

Providing and fixing in position air valve shaft including providing and fixing150 mm

G.I Medium Class or 6mm thick M.S. pipe

shaft, 2.70M long over trench flange of air valve tee, providing PCC block of M-150

concrete,150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design

drawing together with providing and making flanged joints wherever required

and fixing of air valve over the shaft

excluding cost of air valve and branch flanged air valve tee etc. complete as per type design and as directed by the Project

Manager for the following diameters of pipe line (type design attached) A)Foundation on

ordinary and Harder Strata 500mm dia.

Pipe line

3 Numbers 0 0 -

20 8.10 -

Cutting road and making good the same

including supply of extra quantities of

materials i.e. aggregate mooram screening red bajri and labour required. Bituminous portion

48 Square Meter

0 0 -

View BOQ List


Sr No.

BOQ

Item Id

BOQ

Config Id


Amount

in words

1 9.1.1 -

Excavation for pipelines running under

pressure in trenches and pits, in open areas, where disposal of surplus earth is done along with the alignment including

trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc.,

refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its


traffic, night signals, fixing caution boards,

watching, fencing etc., and outside the town in ordinary soil:

6000 CUM 0 0 -

2 9.1.2 -

Providing, Stringing, cutting, jointing K-9

grade pipes conforming to IS 9523/2000,

Socket & spigot centrifugally cast(spun) Ductile Iron pressure pipes K-9 grade pipe

(ISI MARKED) with internal cement mortar linning Conforming to IS 8329/2000

suitable for Push-on jointing along trenches and laying the same in trenches

to correct alignment and gradient with rubber gaskets ISI marked SBR quality

conforming to IS 5382 for push joints including supply and fixing suitable DI

3000 Mtr 0 0 -

specials class 12 400mm

3 9.1.3 -

Providing & making flanged joints to flanged cast iron /DI Pipes / specials,

valves etc. of all classes including labor&

cost of all jointing material (rubber packing/ insertion, nuts bolts etc.) tools

including giving hydraulic testing complete in all respects. 400mm @ 2 Nos joints for each Sluice Valve & Air Valve

8 Numbers 0 0 -

4 9.1.4 -

Providing and fixing CI D/F Sluice valves conforming ISI specifications for clear water application PN-1.6 rating, manually

operated conform to IS: 14846 having body, door, dome, gland in graded C.I. to

IS:210 .Fig.-260 four faces spindle nut of

gun metal, inside screwed non-rising stainless steel AISI : 410 spindle. Valves of size 350mm and above will be with BTB

and gear box arrangement for ease in operation. Flange to be drilled as per:

1538 Part-IV & VI. Valves are suitable for

hydrostatic test pressure of 16Kg. / Cm2 for seat and 24 Kg.Cm2 for body 400mm internal diameter of valve

2 Numbers 0 0 -

5 9.1.5 -

Providing & fixing Kinetic Double Orifice type Air Valve cast iron double orifice air type air release valve small orifice, elastic


vulcanite ball seating on molded seat ring, with built-in kinetic features, isolating

sluice valve mounted in horizontal position and operated by meter wheel gearing,

inlet faced and drilled to IS; 1538 Table IV & VI Valves suitable for a minimum

working pressure of 16 Kg/Cm2 complete Kinetic Air Valve Flanged Type PN-1.6

100mm

2 Numbers 0 0 -

6 9.1.6 -

Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar

1:5 (1 cement :5 fine sand) for sluice

valve, with C.I. surface box 100 mm. Top diameter, 160mm bottom diameter and

180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix(1 cement:2 fine sand :4 graded stone aggregate 40mm

nominal size) and inside plastering with cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished with a floating

coat of neat cement complete as per standard design with F.P.S bricks For Sluice valves300mm and above

2 Numbers 0 0 -

7 9.1.7 - Cement concrete Thrust Blocks of M-15 mix including cost of cement concrete, shuttering, reinforcement steel,

1 Job 0 0 -

8 9.1.8 -

Providing and fixing in position air valve shaft including providing and fixing150 mm G.I Medium Class or 6mm thick M.S.

pipe shaft,2.70M long over trench flange of air valve tee, providing PCC block of M-150

concrete.,150mm thick around the air

2 Numbers 0 0 -

valve tee including encasing of vertical shaft in PCC M-150 as shown in type design drawing together with providing

and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and

branch flanged air valve tee etc. complete

as per type design and as directed by the Project Manager for the following

diameters of pipe line ( type design attached) A)Foundation on ordinary and

Harder Strata 400mm dia. Pipe line

9 9.1.9 -

Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate mooram screening

red bajri and labor required Bituminous portion

56 Square

Meter 0 0 -

10 9.2.1 -

Excavation for pipelines running under

pressure in trenches and pits, in open areas, where disposal of surplus earth is

done along with the alignment including

trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc.,

refilling consolidation and watering of refill, in 15 cm layers and restoration of

unmetalled or unpaved surface to its


traffic, night signals, fixing caution boards, watching, fencing etc., and outside the town in ordinary soil:

5760 CUM 0 0 -

11 9.2.2 -

Providing, Stringing cutting, jointing K-9

grade pipes conforming to IS 9523/2000, Socket & spigot centrifugally cast (spun)

Ductile Iron pressure pipes K-9 grade pipe(ISI MARKED) with internal cement

mortar lining Conforming to IS 8329/2000

suitable for Push-on jointing along trenches and laying the same in trenches to correct alignment and gradient with

rubber gaskets ISI marked SBR quality conforming to IS 5382 for push joints including supply and fixing suitable DI

specials class 12 250mm

3200 Mtr 0 0 -

12 9.2.3 -

Providing & making flanged joints to flanged cast iron /DI Pipes / specials,

valves etc. of all classes including labor& cost of all jointing material (rubber packing/ insertion, nuts bolts etc.) tools

including giving hydraulic testing complete in all respects 250mm

10 Numbers 0 0 -

13 9.2.4 -

Providing and fixing CI D/F Sluice valves

conforming ISI specifications for clear water application PN-1.6 rating, manually operated conform to IS: 14846 having

body, door, dome, gland in graded C.I. to

IS:210 .Fig.-260 four faces spindle nut of gun metal, inside screwed non-rising

stainless steel AISI : 410 spindle. Valves of size 350mm and above will be with BTB and gear box arrangement for ease in

2 Numbers 0 0 -

operation. Flange to be drilled as per: 1538 Part-IV & VI. Valves are suitable for hydrostatic test pressure of 16Kg. / Cm2

for seat and 24 Kg.Cm2 for body 250mm internal diameter of valve

14 9.2.5 -

Providing & fixing Kinetic Double Orifice

type Air Valve cast iron double orifice air type air release valve small orifice, elastic ball of standard specifications resting on a

gunmetal small orifice, elastic ball of standard specifications resting on a

gunmetal orifice nipple and large orifice

vulcanite ball seating on moulded seat ring, with built-in kinetic features, isolating sluice valve mounted in horizontal position

and operated by meter wheel gearing, inlet faced and drilled to IS; 1538 Table IV

& VI Valves suitable for a minimum

working pressure of 16 Kg/Cm2 complete Kinetic Air Valve Flanged Type PN-1.6,

80mm

2 Numbers 0 0 -

15 9.2.6 -

Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar

1:5 (1 cement:5 fine sand) for sluice valve, with C.I. surface box 100 mm. Top

diameter, 160mm bottom diameter and

180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix(1 cement:2 fine

sand :4 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement: 3 coarse

sand) 12mm thick finished with a floating coat of neat cement complete as per

standard design with F.P.S bricks for


2 Numbers 0 0 -

16 9.2.7 -

Cement concrete Thrust Blocks of M-15

mix including cost of cement concrete,

shuttering, reinforcement steel

54 CUM 0 0 -

17 9.2.8 -

Providing and fixing in position air valve shaft including providing and fixing 150

mm G.I Medium Class or 6mm thick M.S.

pipe shaft, 2.70M long over trench flange of air valve tee, providing PCC block of M-

150 concrete, 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type

design drawing together with providing and making flanged joints wherever required and fixing of air valve over the

shaft excluding cost of air valve and branch flanged air valve tee etc. complete as per type design and as directed by the

Project Manager for the following

diameters of pipe line A)Foundation on ordinary and Harder Strata 300mm dia.

Pipe line

2 Numbers 0 0 -

18 9.2.9 -


materials i.e. aggregate mooram screening red bajri and labour required Bituminous portion

87 Mtr 0 0 -

19 9.3.1 -

Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is

done along with the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint

holes, cutting trees and bushes, etc.,

refilling consolidation and watering of refill, in 15 cm layers and restoration of

unmetalled or unpaved surface to its original condition, including the cost of

dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc., and outside the

town in ordinary soil:

63704 CUM 0 0 -

20 9.3.2a -

Providing, Stringing cutting, jointing K-9 grade pipes conforming to IS 9523/2000,

Socket & spigot centrifugally cast (spun)

Ductile Iron pressure pipes K-9 grade pipe (ISI Marked) with internal cement mortar

lining Conforming to IS 8329/2000 suitable for Push-on jointing along trenches and laying the same in trenches

to correct alignment and gradient with

rubber gaskets ISI marked SBR quality conforming to IS 5382 for push joints

including supply and fixing suitable DI specials class 12 100mm internal diameter pipe line

12900 Mtr 0 0 -

21 9.3.2b - 150mm internal diameter pipe line 16900 Mtr 0 0 -

22 9.3.2c - 200mm internal diameter pipe line 4500 Mtr 0 0 -

23 9.3.2d - 250mm internal diameter pipe line 600 Mtr 0 0 -

24 9.3.2e - 300mm internal diameter pipe line 2515 Mtr 0 0 -

View BOQ List


Sr No.

BOQ

Item Id

BOQ

Config Id


Amount

in words

1 9.3.3a -


flanged cast iron /DI Pipes / specials, valves etc. of all classes including labor& cost of all jointing material (rubber

packing/ insertion, nuts bolts etc.) tools including giving hydraulic testing

complete in all respects. 100mm internal diameter pipe line

57 Numbers 0 0 -

2 9.3.3.b - 150mm internal diameter pipe line 91 Numbers 0 0 -

3 9.3.3c - 200mm internal diameter pipe line 12 Numbers 0 0 -

4 9.3.3d - 250mm internal diameter pipe line 2 Numbers 0 0 -

5 9.3.3e - 300mm internal diameter pipe line 6 Numbers 0 0 -

6 9.3.4a -

Providing and fixing CI D/F Sluice valves conforming ISI specifications for clear

water application PN-1.6 rating, manually operated conform to IS: 14846 having body, door, dome, gland in graded C.I. to

IS:210 .Fig.-260 four faces spindle nut of

gun metal, inside screwed non-rising stainless steel AISI : 410 spindle. Valves

7 Numbers 0 0 -

of size 350mm and above will be with BTB and gear box arrangement for ease in operation. Flange to be drilled as per:

1538 Part-IV & VI. Valves are suitable for hydrostatic test pressure of 16Kg. / Cm2 for seat and 24 Kg.Cm2 for body 100mm

internal diameter pipe line

7 9.3.4b - 150mm internal diameter pipe line 8 Numbers 0 0 -

8 9.3.4c - 200mm internal diameter pipe line 6 Numbers 0 0 -

9 9.3.4d - 250mm internal diameter pipe line 1 Number 0 0 -

10 9.3.4e - 300mm internal diameter pipe line 3 Numbers 0 0 -

11 9.3.5 -

Providing & fixing Kinetic Double Orifice type Air Valve cast iron double orifice air

type air release valve small orifice, elastic ball of standard specifications resting on a gunmetal small orifice, elastic ball of

standard specifications resting on a

gunmetal orifice nipple and large orifice vulcanite ball seating on moulded seat

ring, with built-in kinetic features, isolating sluice valve mounted in horizontal position and operated by metre

wheel gearing, inlet faced and drilled to IS; 1538 Table IV & VI Valves suitable for

a minimum working pressure of 16

Kg/Cm2 complete. Kinetic Air Valve Flanged Type PN-1.6- 80mm

7 Numbers 0 0 -

12 9.3.6 -


120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for sluice

valve, with C.I. surface box 100 mm top diameter, 160mm bottom diameter and

180 mm deep (inside) with chained lid

and RCC top slab 1:2:4 mix(1 cement:2 fine sand :4 graded stone aggregate 40mm nominal size) and inside plastering

with cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished with a

floating coat of neat cement complete as per standard design with F.P.S bricks. For


25 Numbers 0 0 -

13 9.3.7 - Cement concrete Thrust Blocks M-15 mix including cost of cement concrete,

shuttering, reinforcement steel,

21 CUM 0 0 -

14 9.3.8a -

Providing and fixing in position air valve

shaft including providing and fixing 150

mm G.I Medium Class or 6mm thick M.S. pipe shaft ,2.70M long over trench flange

of air valve tee, providing PCC block of M-150 concrete, 150mm thick around the

air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design drawing together with providing

and making flanged joints wherever

required and fixing of air valve over the shaft excluding cost of air valve and

branch flanged air valve tee etc. complete as per type design and as directed by the Project manager for the following

diameters of pipe line ( type design

attached) A)Foundation on ordinary and

3 Numbers 0 0 -

Harder Strata For 150 mm dia. Pipe line

15 9.3.8b - For 200 & 250 mm dia. Pipe line 6 Numbers 0 0 -

16 9.3.9 -


materials i.e. aggregate mooram screening red bajri and labor required

Bituminous portion

92 Square Meter

0 0 -

17 11.1 -

Operation and Maintenance of the WTP, RWPS, CWPS, Substation, Pumping Stations, Booster, Reservoir, Rising

Mains, Supply Mains & Distribution

System, metering etc. including man power, repairs, renewals, spare parts but

excluding chemicals, chlorine and energy cost (During defect liability period (DLP)

of one year)

12 Months 0 0 -

18 11.2 -

Operation and Maintenance of the WTP, RWPS, CWPS, Substation, Pumping Stations, Booster, Reservoir, Rising

Mains, Supply Mains & Distribution System, metering etc. including man

power, repairs, renewals, spare parts but

excluding chemicals, chlorine and energy cost (During Year 1after DLP)

12 Months 0 0 -

19 11.3 -

Operation and Maintenance of the WTP,

RWPS, CWPS, Substation, Pumping Stations, Booster, Reservoir, Rising Mains, Supply Mains & Distribution


excluding chemicals, chlorine and energy

cost (During Year 2 after DLP)

12 Months 0 0 -

20 11.4 -


RWPS, CWPS, Substation, Pumping

Stations, Booster, Reservoir, Rising Mains, Supply Mains & Distribution System, metering etc. including man

power, repairs, renewals, spare parts but excluding chemicals, chlorine and energy


12 Months 0 0 -

21 11.5 -

Operation and Maintenance of the WTP, RWPS, CWPS, Substation, Pumping

Stations, Booster, Reservoir, Rising Mains, Supply Mains & Distribution


excluding chemicals, chlorine and energy cost (During Year 4 after DLP)

12 Months 0 0 -

22 11.6 -


RWPS, CWPS, Substation, Pumping Stations, Booster, Reservoir, Rising

Mains, Supply Mains & Distribution System, metering etc. including man power, repairs, renewals, spare parts but

excluding chemicals, chlorine and energy


12 Months 0 0 -

View BOQ List Sr No. BOQ Item Id BOQ Config Id BOQ Description

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