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Sr
No.
BOQ
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
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 -
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 -
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 -
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 -
tonners
tonners
16 2.36 - Agitators and Dosing Pumps, piping etc. for Chlorination
1 Lot 0 0 -
handling equipment 1 Lot 0 0 -
18 2.38 - Laboratory equipment and chemicals 1 Lot 0 0 -
19 2.39 -
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
Amount
in
words
specification Electrical items and
electric operated sluice gates and for Impeller
1 Lot 0 0 -
driven sludge valve, drain valve, MS
Bridge drive for travelling on steel billets
1 Lot 0 0 -
Blowers, backwash pumps, electrically actuated valves,
Dewatering Pump
LT Power and Control Cable, trays,
1 Lot 0 0 -
earthing, ventilation, Fire alarm, Safety equipment, internal lighting etc. as per scope and specifications
6 2.46 -
works area including, raw water reservoir, WTP, CWR & CWPS area
1 Lot 0 0 -
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 -
Instrumentation and SCADA system
for Raw water Channel flow meter and Clear Water Channel Flow Meter
1 Lot 0 0 -
1 Lot 0 0 -
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 -
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 -
1 Lot 0 0 -
for chemical dosing system 1 Lot 0 0 -
14 2.54 -
Dewatering pump, and all other items
required for WTP as per scope and as required to complete work as turn-
key project
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)
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 -
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.
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 -
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.
in head (H) and discharge (Q) of pump the
31 NumbersJob0 0 -
payment shall be in proportion to H*Q.
Sr
No.
BOQ
Amount
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 -
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
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 -
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 -
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 -
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 -
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 -
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 -
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
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.
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 -
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 -
designs, data sheets etc. required as per
scope and bid requirements and not covered in BOQ elsewhere
1 Job 0 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
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
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
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
129930 CUM 0 0 -
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
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 -
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 -
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Sr
No.
BOQ
Amount
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 -
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
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 -
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 -
of backwash waste water,
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
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 -
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.
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 -
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.
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 -
View BOQ List
Sr
No.
BOQ
Amount
in
words
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 -
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 -
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.
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 -
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 -
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 -
Cable Trays including all material &labor complete in all respects.
1 Job 0 0 -
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
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
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 -
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 -
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,
etc. to protect the pumps and pumping
main against surge.320 KVA
1 NumberJob 0 0 -
View BOQ List
Sr No.
in words
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 -
Suction sump 1x150x1.5x 4 = 900M3
900 CUM 0 0 -
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
8 4.5.4 -
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
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 -
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
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 -
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 -
View BOQ List
Formatted: Hidden
Formatted: Hidden
Sr
No.
BOQ
Amount
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 -
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 -
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
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
12 5.9 -
mix, including cost of cement concrete, shuttering, reinforcement steel
675 CUM 0 0 -
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
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 -
Provision for construction of Toilet Room of
5 Sq. Meter Floor Area complete internal water supply ,drainage & sanitary Fittings
5 Square Meter
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 -
View BOQ List
Sr No.
in words
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 -
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 -
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.
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
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.
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
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 -
View BOQ List
Sr No.
BOQ Item
in
words
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 -
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 -
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 -
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 -
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 -
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.
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 -
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)
connection to various installations.
1 Job 0 0 -
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 -
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 -
Salt Store Toilet Room 1 Job 0 0 -
View BOQ List
Sr No.
BOQ Item
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 -
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 -
7 8.3a -
Providing & making flanged joints to
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 -
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 -
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 -
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 -
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
including supply of extra quantities of
materials i.e. aggregate mooram screening red bajri and labour required. Bituminous portion
48 Square Meter
View BOQ List
Sr No.
Amount
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 -
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
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
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 -
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 -
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
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 -
shuttering, reinforcement steel
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
18 9.2.9 -
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
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 -
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.
Amount
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. 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 -
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
25 Numbers 0 0 -
13 9.3.7 - Cement concrete Thrust Blocks M-15 mix including cost of cement concrete,
shuttering, reinforcement steel,
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 fo

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