Construction of water supply components including ESR, Sump, Pump house, Bore well, distribution network along with Pumping machinery at Sahera Indl. Estate.

It. No. Description Qty Unit Rate Amount

1 BOQ 1- Water supply: - Geophysical &

Geohydrological ground water investigations for

finalization of one pin point (With vehicle

charges) Five Points.

Drilling of 200/ 250 mm dia. pilot hole in over burden

strata for lowering of 200 mm dia UPVC casing pipes

up to required depth and further drilling of 165 mm

dia. bore hole in all types of Rocky Strata, soft rock &

hard rock strata formation by DTH rig DTH drilling

method up to total depth of 300 meters including

measuring the yield by V notch and flushing of bore

etc.. (Over burden up to 20 mtr or Up to the hard

(2 Nos 20mt length Casing pipe of 200mm)

Drilling of 165 mm dia. bore hole in all types of Rocky

Strata, soft rock & hard rock strata formation by DTH

rig DTH drilling method up to total depth of

3 meters including measuring the yield by V notch and 160.00 Mtr.

flushing of bore etc.. (Over burden up to 20 mtr or Up

to the hard rock)

(2 Nos 20mt length)

Reaming of 300/325 mm dia bore hole for

4 Assembling, Lowering ,housing casing, stainer 40.00 Mtr.

pipes,gravel packing,clay etc. (2 Nos 20mt length)

Manufacture, supply and dilivery of ISI marked uPVC

5 10 kg/cm² pipes conforming to IS:4984 with latest 40.00 Mtr.

amendment rates are exclusive of GST,250mm dia

Clamp made from M.S. plate with 3 holes on either

6 side with nuts & bolts of std. make and suitable size. I) 2.00 Job

900 x 100 x 16 mm flat suitable for 200 mm dia. Pipe

Bore plug having 100 mm height made from M.S. plate

with 3 holes at equal distance on circumference for

7 nut-bolts type, locking arrangement with nuts-bolts & 2.00 Nos.

lock nuts of std. make complete. From 5 thick M.S,

plate (for top also) iii) Suitable for 200 mm dia Pipe.

Pump Test/Yield Test Including landing cost- 4 to

Compressor test of tube well by air compressor of

9 1100 CFM / 300 PSI capacity in all districts. Well 2.00 Hours.

Flushing by DTH.

10 Designing(aesthetically) and constructing RCC

frame structure of pump room with positive

suction and negative suction. With Gantry (Min.

Height 4.5 M) Upto 6.00 M (Floor to Celling level)

11 RCC UG Sump – 2.0 lac litre capacity

Preparing structural design of RCC Under Ground

/ Partially under ground / above high ground

level Reservoir of required capacity as per

relevant I.S and constructing the same, including

excavation in all types of soil strata (including

rock) including shoring strutting if required, for

loose soil / to protect from collapse due to near

by traffic load, casting 100 mm thick P.C.C.

leveling course in M-10, Refilling the pit with

proper soil and disposing of the surplus stuff

within a lead of 50 meters. Including cement

plaster in CM 1:2 with approved water proofing

compound to inside water touching surface to

container. Including all types of labour and

material charges of lowering, laying, erecting /

hosting and jointing of pipe assembly to inlet,

outlet overflow, washout and bye pass

arrangement as per hydraulic design.Providing

and fixing accessories like MS / GI Ladder, CI

Manhole frame and cover, water level indicator,

adequate cowl type ventilators or lantern type

ventilator with stainless steel jail.B.B. Masonry

chambers for valves. Providing and applying

three coats of cement paint / snowcem to the out

side face of structure. It also includes satisfactory

water tightness test as per relevant I.S. code and

painting name of scheme and capacity on the

tank as per direction of engineer in charge.List of

Indian Standards for Design of GSR / SUMP:-The

structural design of GSR shall be in accordance

with provisions relevant I.Ss.(1) I.S. 3370, Part

– 1 to 4, 1965 or latest revised.(2) I.S. 456 –

2000 or latest revised.(3) I.S. 1893 – 2000 –

1984 or latest revised.(4) I.S. 875, Part – 1 to

1987 or latest revised.General Specifications:-

(1) Water depth in container shall be adopted

as per data of tender. If water depth is not

specified the suitable water depth / acceptable to

field engineer in accordance with hydraulic

requirement shall be adopted for capacity.(2)

Shape of container (in plan) specified by in data

shall be adopted in absence circular shape shall

be adopted.(3) Size shall be fixed as per

availability of space (land area) at site /

acceptable engineer in charge.(4) Effect of

overlapping of pressure bulbs on soil due near by

structure and proposed sump should be

considered.(5) Care shall be taken that no

damage should occur to nearby existing

structure. Compensation shall be paid for the

same by agency.(6) The minimum concrete

grade for RCC shall be M-25.(7) HYSD Fe 415 /

500 grade reinforcing bars confirming to I.S.

1786 / 1139 shall be considered in design. CRS /

TMT bars shall be provided. In saline atmosphere

corrosion resistance stainless steel / HCR rebar

shall be provided. Any other steel can be used

with approval of C.E./ in situation of non

availability in market without extra cost.(8)

Minimum size (or thickness) of various

components shall be provided as per tender

criteria / specifications in absence as per I.S./ Std.

practice of G.W.S.S.B. Minimum dimensions

specified for various components in tender data /

specifications shall be provided without

fail.(9) The safe bearing capacity (SBC) shall

be referred from SBC test report. In absence of

report it shall be referred from data sheet. If poor

soil is found / water table is met with during

excavation SBC shall be scientifically ascertained

and design shall be revise. No extra shall be paid

for increase in quantity.(10) CI pipes and special

shall only be used if type is not specified in

tender.(11) The rate shall include cost of

dewatering during excavation making all

arrangement when water table meets within

depth.(12) The structure shall be designed

properly to resist uplift due to ground water table

specified in data or actual ground water table

meets with during excavation. No extra shall be

paid. If GWT / Uplift is mentioned in tender and

during excavation it dose not meet 7.5% rate

shall be reduced.(13) GI pipes railing shall be

provided when sump is more than 2 meter above

ground level.(14) Appearance of structure

should be aesthetically good looking acceptable

to authority.(15) Any change in size, shape,

depth below GL, height above GL, water depth,

F.B., size of member etc can be permitted in

exceptional case due to site condition or

hydraulic design requirement by C.E. No extra

shall be paid for change.(16) Any change in data,

dimensions, shape, water depth, reduction in size

if permitted by competent authority and if it

reduces quantity then payment shall be reduced

prorate.(17) When capacity of GSR / Sump is >

20 lakh liters two or suitable compartments

acceptable to executive engineer shall be

designed and provided.(18) Agency shall engage

qualified (at least graduate) consulting engineer

for designing the structure and he / she shall visit

the site for guidance of work.(19) 75% part rate

shall be payable for concrete, reinforcement and

plastering items of container until satisfactory

hydraulic testing for water tightness is performed

as per tender condition. Till the work shall be

treated as incomplete.Above conditions / general

specifications Sr. No. 1 to 19 are part and parcel

of tender (contact) and prevail over other

provisions in tender.> Cost for 2,00,000 lit

Designing(aesthetically) and constructing RCC

frame structure of pump room with positive

12 suction and negative suction.With Gantry (Min.

Height 4.5 M)Upto 6.00 M (Floor to Celling level)

RCC ESR 0.50 Lac Lit. Cap. & stagging height

12m.Designing structurally (and aesthetically)

complying provisions of relevant Indian

standards and constructing RCC Elevated service

Reservoir of the following capacity and height

using latest Soil Investigation Report of proposed

site , Seismic zone, Wind speed Zone. Including

(1) Container shape any suitable type(or as

specified), (2) Staging consisting of column brace

trestle / shaft / combination column-brace trestle

and shaft as appropriate(or as specified) and (3)

Appropriate foundation system. This includes

excavation in all types of soil strata(including

hard rock), casting100 mm thick P.C.C. levelling

course in M-10 , Refilling the pit with proper soil

and disposing of the surplus stuff at all required

lead. (4) This will also include cement plaster in

CM 1:2 with approved water proofing compound

all over inside container (i.e. walls, base, top

slab/dome bottom etc. all).. (5) All types of labour

& material charges of lowering , laying, erecting /

hoisting & joining of pipe assembly of Inlet,

Outlet, overflow, washout and bye pass

arrangement as per hydraulic design are

including. (6) Providing and fixing of any

accessories(specified), CI Manhole frame and

covers, water level indicator , lightening

conductor, GI Pipe railing around walk way, at

roof level, at gallery and around landing of inside

shaft, Adequate cowl type ventilators or lantern

type ventilator with stainless steel jali. (7) Scope

of work includes constructing RCC spiral

staircase with adequate tie beams,staircase

footing ,Rcc chambers for valves. ventilating shaft

and ventilators as well as door in shaft,

SS grating to be provided to outlet pipe (inside

container) for safety.(8) including providing and

applying three coats of cement paint/snowcem

(as specified) to the whole structure. (9) It also

includes satisfactory water tightness test as per

relevant I.S. Code and painting name of scheme &

capacity on the tank as per direction of engineer

in charge.List of Indian Standards for design of

ESR:Note:The structural design of ESR shall be in

accordance with provisions of relevant Indian

Standards (1) I.S. 3370 part I & II 2009 or Its

latest revision (1.1) I.S. 3370 part III & IV 1965 or

Its latest revision(2) IS 456-2000 or Its latest

revision(3) IS 11682- 1985 or Its latest

revision(4) IS 1893-2002 part I to V or Its latest

revision (5) IS 13920-1993, or Its latest revision

(6) IS 875 part I to III,1987 or Its latest revision

(7) IS 11089- 1987 or Its latest revision General

specifications:(1) The Min. concrete grade for

RCC shall be M :30. Proportion of concrete

ingredients shall be as per Mix design using

weigh batching.(2) HYSD( Fe 415)or higher grade

reinforcing bars confirming to IS 1786/1139 or

CRS /TMT bars shall be used as per detailed

specification.(3) In case of column –brace trestle

type staging having more than 6 columns internal

horizontal bracing is obligatory. One bracing shall

be at foundation level in case of Individual

footings .(4) Min. size/ thickness of various

components shall be provided as per design

criteria/specifications/IS Code ( or as per std.

practice). Capacity of the ESR shall be considered

excluding free board.(5) Minimum dimensions

specified for various components in tender data

/specifications should be provided.(6) The Safe

bearing capacity (SBC) /allowable pressure on

soil shall be referred from latest SBC test report

or tender datasheet. During execution If poor soil

strata or ground water table is encountered, the

SBC shall have to be re ascertained and the design

should be revised accordingly.(7) Maximum

spacing between horizontal bracings shall be 5 m

(storey height).(8) The BB Masonry cabin with

MS door shall be constructed when spiral

staircase is outside the staging. (9) RCC

Staircase/ MS Staircase shall be provided and

fixed for access to roof when height of roof from

G.L. is up to 10 m. For ESR having more than 10 m

height proper RCC staircase or suitable RCC

spiral staircase shall be constructed. Railing

should be provided through out the staircase and

around the top ring beam.(10) For ESR-having

staging height more than 15 m the spiral

staircase shall be provided inside the staging with

effective tie beams in more than one

direction.(11) Water level indictor shall be

provided and fixed float type /electronic (as

specified ).(12) The rate shall include providing

and fixing pipes, specials, and valves required for

inlet, outlet , wash out, over flow and bye pass

arrangement. The scope of work includes

constructing supporting RC pillars, erecting,

laying ,fixing and joining pipes and specials etc up

to 5m length from face of staging (outer most

column). (13) DI pipes & specials shall only be

used . (14) The rate shall include cost of

dewatering during execution making all

arrangement with any dewatering technique.(15)

The structure shall be designed properly for

uplift due to Ground water table specified in data

or GWT encountered during execution. No extra

payment shall be paid for the same.(16) Effective

curing shall be carried out up to required period

as per specifications.(17) Agency shall engage

qualified (at least graduate)consulting engineer

for designing the structure and he/she shall visit

the site for guidance of work at all levels (i.e.

below foundation, up to GL, above GL for all lifts

up to container).(18) 75 % part rate shall be

payable for Concrete, Reinforcement and

Plastering items of container until satisfactory

hydraulic testing for water tightness is

performed. Or as per tender condition. Till then

the work shall be treated as incomplete.Above

conditions / general specifications Sr. No. 1 to

are part & parcel of tender(contract)

Providing and supplying in standard length ISI 50.00 Rmt. 178.00

14 mark high density Polyethylene H.D.P.E. Pipes

suitable for potable water as per IS specification

no. 4984/1995 including all local and central

taxes, transportation, freight charges,

octroi,inspection charges, loading, unloading,

conveyance to the dept. stores etc. comp.Specials

7% of the pipe Rate.

> T.W to Sump 75 mm dia. PE100 PN10

Providing and supplying sluice valves as oer IS

:14846 (latest editon ) of following class and

diameter including all taxes,insurance,

15 transportation, frieght chargesoctroi, inspection

charges,loading ,unloading ,conveyance to

departmental stores, stacking etc.complete.

Sluice Valve IS (PN 1.6) 2.00 No.

Providing, supplying & fixing CI Air valves of

approved make and quality including all taxes,

insurance, transportation, freight charges, octroi,

16 inspection chages, loading, unloading,

conveyance to store/site stacking etc.

complete.As Per IS Code . (15 mm + 25mm )/2

> 20mm dia. ( Air Valve (SINGLE) 2.00 No.

Full Bore Electromagnetic Flow Meter- Regular Power

Design, Supply, Installation, Testing, Commissioning of Full

Bore Electromagnetic flow meter with factory calibrated,

Regular Power Operated, flanged connection, Flow sensor,

Indicator, transmitter and totaliser with all accessories

viz.surge arrestor, associated cables, cabinets, hardwares, etc

complete as per following specifications:

(I) Flow Meter/ Sensor:

DC pulsed type, IP 68 Protection, Flanged process connection

as per IS 1538 or equivalent standard, SS304/ Metallic Alloy

Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/

Hastelloy Grounding Ring/ Inbuilt Grounding Electrode,

Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/

Die Cast Aluminium/ Carbon steel with Anticorrosive Paint

Coil Housing with Junction Box, CS flanges.

17 (II) Flow Transmitter/ Converter ( Remote Field Mounted): 2.00 No. 57380.00

Microprocessor based, Modular design, 2 line LCD for

indication of actual flow rate, forward, reverse, sum totaliser

±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with

HART/Modbus output, one scalable pulse, one status output,

IP 67 protection, Die cast aluminium/ polycarbonate/ SS316

with Anticorrosive Paint/ PU finish with glass window

enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable

length for sensor to transmitter communication etc

alongwith wall mounted/ stand mounted cabinet.

Full Bore Electromagnetic Flow Meter (Regular Power

65mm Nominal Bore + (including erection and

overhead)+18%gst

Manufacture supply and delivery of chemical

fabricated RCC precast chambers wit topcover as

per specification and drawing attached with the

tender documents as sizes mentioned below. The

delivery of chambers with clamps nuts bolts and

locking arragement (without lock) is to be made

to GWSSB store or site anywere in gujarat.The

rates includes all taxes loading carting unloadig

stacking including all taxes.a)60x60x90cm deep

Excavation for pipeline trenches Along The

Approved Alignment icluding all safety

provisions using site rails and stacking excavated

19 stuff upto a lead of 90m clearing the site 75.00. Cum. 89.00

etc.complete for lifts and strata as specified.

> Up 0.00 to 1.50m Depth

(a) In all sorts of soil & murrum

Providing bedding incl. ramming, watering,

20 levelling, consolidating etc. Complete as per 10.00 Cum. 329.00

standard and instruction of Engineer charge

Lowering, laying and jointing HDPE pipes and

specials of following class and diameter (By butt

fusion welding method) including cost of

21 conveyance from stores to site of works at all 50.00 Rmt 7.00

level including cost of labour, material, giving

satisfactory hydraulic testing etc. comp.

Lowering, laying and jointing in position

following C. I. / D/F Reflux valves, Butterfly

valves, Sluice valves and Air valves including cost

of all labour, jointing material,

22 including nut bolts and giving satisfactory 2.00 No. 396.5

hydraulic testing, etc. complete.

Sluice Valve Confirming relevant IS

Refilling the pipeline trenches as per PWD

Specfication including ramming, watering,

consolidating, disposal of surplus stuff as

directed within a radius of 3km.

Labour charges for erecting pre cast RCC

chamber for water main including carting from

store and fixing etc complete .(Excluding

excavation and refilling)

100mm Dia. DI - K-9 (D/F) Pumping Main (Sump

Providing, Laying & Jointing with existing laid

100 mm dia Ductile iron (DI) K-9 Double Flange

line with all specials, tee & all other required

materials of Ductile iron pipes in standard length

suitable for pressure water as per IS 8329

or its latest revision/ ammendments including all

local & Central Taxes & duties, freight, charges,

loading, unloading & conveyance to departmental

store/ site/ dump yard as instructed by Engineer

in Charge etc. complete. Manufacture, Supply &

Delivery and fitting of DI specials for the same

like bends, tees, reducers or any other specials as

25 per relavent IS suitable for use with DI Pipes. 30.00 Rmt. 2100.00

delivery of specials is to be made to store or site

of works including all taxes, loading, unloading,

carting, stacking, insurance, inspection charges,

octroi etc. complete. including Cleaning the site

etc complete for all strata, Excavation for pipes

line trenches incl. all safety provisions using sites

rails and stacking excavated stuff up to any lead

and lift and Refilling the pipe line trenches incl.

ramming, watering, consolidating disposal of

surplus stuff in any lead and lift including

hydraulic & flow testing & other relavant testing

etc. complete as directed by Engineer in Charge.

> SUMP to ESR 90 mm dia. DI Pipe K-9 D/F

Full Bore Electromagnetic Flow Meter- Regular

Design, Supply, Installation, Testing,

Commissioning of Full Bore Electromagnetic flow

meter with factory calibrated,

Regular Power Operated, flanged connection,

Flow sensor, Indicator, transmitter and totaliser

with all accessories viz.

surge arrestor, associated cables, cabinets,

26 hardwares, etc complete as per following 1.00 No. 65837.00

specifications:

(I) Flow Meter/ Sensor:

DC pulsed type, IP 68 Protection, Flanged process

connection as per IS 1538 or equivalent standard,

SS304/ Metallic AlloyFlow Tube, SS316/ SS

L/ Hastelloy Sensor, SS316/ Hastelloy Grounding

Ring/ Inbuilt Grounding Electrode,Neoprene/

Polyurethane/ Hard Rubber/ Rilsan lining,

SS304/ Die Cast Aluminium/ Carbon steel with

Anticorrosive PaintCoil Housing with Junction

Box, CS flanges.

(II) Flow Transmitter/ Converter ( Remote Field

Microprocessor based, Modular design, 2 line

LCD for indication of actual flow rate, forward,

reverse, sum totaliser display,

±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to

mA with HART/Modbus output, one scalable

pulse, one status output,

IP 67 protection, Die cast aluminium/

polycarbonate/ SS316 with Anticorrosive Paint/

PU finish with glass window

enclosure, Inbuilt EEPROM and Data Logger,

meters cable length for sensor to transmitter

communication etc

alongwith wall mounted/ stand mounted cabinet.

Full Bore Electromagnetic Flow Meter (Regular

Power Operated)- PN

Excavation for pipeline trenches Along The

Approved Alignment icluding all safety

provisions using site rails and stacking excavated

27 stuff upto a lead of 90m clearing the site 45.00 Cum 89.00

etc.complete for lifts and strata as specified.

> Up 0.00 to 1.50m Depth

(a) In all sorts of soil & murrum

DISTRIBUTION NETWORK - DI -K7

Providing, Laying & Jointing with existing laid

100 mm dia Ductile iron (DI) K-7 line with all

specials, tee & all other required materials of

Ductile iron pipes in standard length suitable for

pressure water as per IS 8329 2000 or its latest

revision/ ammendments including all local &

Central Taxes & duties, freight, charges, loading,

unloading & conveyance to departmental store/

site/ dump yard as instructed by Engineer in

28 Charge etc. complete. Manufacture, Supply & 650.00 Rmt. 1245.55

Delivery and fitting of DI specials for the same

like bends, tees, reducers or any other specials as

per relavent IS suitable for use with DI Pipes.

delivery of specials is to be made to store or site

of works including all taxes, loading, unloading,

carting, stacking, insurance, inspection charges,

octroi etc. complete. including Cleaning the site

etc complete for all strata, Excavation for pipes

line trenches incl. all safety provisions using sites

rails and stacking excavated stuff up to any lead

and lift and Refilling the pipe line trenches incl.

ramming, watering, consolidating disposal of

surplus stuff in any lead and lift including

hydraulic & flow testing & other relavant testing

etc. complete as directed by Engineer in Charge.

For DI K-7 Pipe 100 mm

Providing and fixing in position and jointing of

cast steel temper proof Kinetic Double Orifice

Tamper Proof non-tamper air release with

isolating sluice valve PN1.6 type flanged end high

performance CI Air valves follwing dia for water

combination type (Air release valve non temoring

type) having double ball, double oriffice with

stainless steel ball, tamper proof air vents rolling

seal mechanism for air release and anti vaccum

application, having lat faced flanges and drilled.

Hydraulic test certificate and certifiacate of

material of construction of parts shall be

submitted before dispatch of valves. (Rate to

include cost of gaskets, bolts, nut and every other

materials required for jointing, and its

transportation etc and well functioning including

Class A Double Flanged (DF) MS pipe stem of min.

2.0 m to be raised above pipe, including special

fitting for connecting to main pipe including

necesssary adoption of Flange on DI pipe for

connecting DF ms pipe of suitable diameter,

including all taxes and duties, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to site of

work, stacking etc complete with required

acessories, erection hardware, necessary

mounting supports etc, and painting the same

from outside as directed by Engineer in Charge.

All the parts shall confirm relavent latest IS etc.

complete.Air Valve - 50 mm

Providing and supplying Lowering, laying and

jointing in position as per IS :14846 (latest editon

) of following class and diameter including all

taxes,insurance,transportation,frieght

30 chargesoctroi, inspection charges,loading 5.000 No. 4341.00

,unloading ,conveyance to departmental stores,

stacking etc.complete as instructed by engineer

> Sluice valve PN 1.6

Design, Supply, Installation, Testing,

31 Commissioning of Woltman type Bulk Water 1.00 No. 19431.00

Meter, CI/ Brass/ Bronze body material, totalizer

made of copper can/ suitable anti corrosive

metallic material, totaliser metallic shall have

mm thick glass cover suitable against antifraud

attempts, Flange End process connection, IP

protection class, Woltman type Water Meter with

removable mechanism, magnetic drive, dry dial,

and be fitted with a low mass rotor which is

parallel to the direction of water

flow and exhibits dynamic thrust relief, water

meters complete with T Type strainer, ISO 4064 :

2005 with valid CE mark mentioning notified

body number along with MlD / OIML / ISO

certification from a recognized International

laboratory.Size of Water meter . For 100 mm

Making job connection for pipes in connecting

with the ESR & tapping from main and inserted of

specials including cost of excavation, pipes,

32 cutting of pipes, specials, dewatering, testing etc. 1.00 No. 29957.63

100mm dia @ 35000 Rs./no (MR)

Manufacture supply and delivery of chemical fabricated

RCC precast chambers wit topcover as per specification

and drawing attached with the tender documents as sizes

mentioned below. The delivery of chambers with clamps

33 nuts bolts and locking arragement (without lock) is to be 10.00 No. 3867.00

made to GWSSB store or site anywere in gujarat.The

rates includes all taxes loading carting unloadig stacking

including all taxes.

a)60x60x90cm deep with foot rest

Providing and Casting in situ CC in grade M-

20(Proportion as per mix design or as per table

of IS 456 2000 in masses by weigh

batching)using granite, quartize trap metal of size

6 mm to 20 mm for RCC work Including

scaffolding, centering, form work, needle vibrated

consolidation, curing etc. comp. upto 6.00 m

depth or height (including cost of reinforcement

TMT FE-500 and neat finishing) with cantering

and shuttering etc. for structure other than water

retaining. (b) footing for column or foundation

(with form work)For thrust block

Driling of horizontal bore for water main pipe

under the railway public road track in all strata

with req. length incl. fixing of MS (or as specisied

35 by railway / road authority) casing pipe of 60.00 Rmt. 2148.00

suitable size and thickness. Rate includes the cost

of drilling of bore hole. casing pipe and welding

pushing etc. complete but excluding cost of water

main, valves and other items. entire work should

be as per approved drawing and as per

instruction of railway / road authority for

following dia. of bore hole for IRS pipe.

Horizontal drilling- 250 : & IRS Casing pipe

Labour charges for erecting pre cast RCC

chamber for water main including carting from

store and fixing etc complete .(Excluding

excavation and refilling)

Sub total of Civil part Rs

1 BOQ 2- PUMPING MACHINERIES.Supplying 2.00 Set 33330.00

Energy Efficient (Casting grade FG-260 LHB-

UBH) submersible pump set suitable for bore of

150 mm. dia. or more having 3 phase motor

discharge capacity having

a) Capacity: 200 LPM

b) Total Head: 70 to 78 Meter

c) The pump shall have best efficiency at duty

d) Pump should have Minimum number of Stage

and It should be Suitable for bore dia 150 mm Ø.

e) Supply 3 phase. 415 V, 50 Hz AC power

f) Method of starting :D.O.L

g) The guaranteed minimum overall efficiency of

pump shall be as per the ANNEXTURE– ‘B’

attached herewith. The pump having overall

efficiency less than the specified in ANNEXTURE-

B shall not be accepted.

2 Supply of Flat PVC insulated bright annealed 300.00 Rmt. 104.03

copper conductor. 3 core, flat submersible cable

suitable to 600/1100 V for submersible pump

set. Size: 1 x 3 x 2.5 sq. mm. (Make:-

FINLOLEX/AVOCAB/POLYCAB/ KEI)

3 Supplying and erecting approved make 3 phase 2.00 Ea 8710.24

motor control cubical panel made from 16 G.

CRCA sheet duly painted with epoxy powder

painted inside and outside with hinged doors

and locking arrangement with suitable size ON-

OFF Isolater (AC 23 duty ) Main fuses, single

phasing preventor , Indicating lamps for R-Y-B

phases , over load relay, Automatic water level

controller , Ammeter , Voltmeter each with Two

way selector switch incoming wires duly socket

crimped, main contactor and over load relay

start stop push buttons to be erected on angle

Iron frame grouted on wall as directed. The

Isolator, Over load realy and Contactor will be of

L&T , Siemens or BCH make . Make : As per

attached Make List for equipment of control

Panel in Specification Part. D.O.L for 5 H.P / 6 H.P

4 Providing & erecting approved make Four pole 2.00 No 8055.76

moulded case circuit breaker having breaking

capacity/strength ICU of 35 K.A. at 415V. having

normal current rating up to 125A. with fixed

thermal & magnetic release suitable to work on

A.C.supply 50 c/s. with all internal connections &

complete erected on polished wooden board/ in

existing 16 G.M.S housing.ICS = 100% of ICU only.

CAT-III Make : As per attached Make List for

equipment of control Panel in Specification Part.

5 Supply of 50 mm diameter or Suitable dia of 216.00 Rmt. 297.95

HEAVY UPVC column pipe with coupler and wire

locks in approximate length of 3.00 mtrs Make :

ASTRAL/ASHIRWAD/APPOLO/DUKE

6 Supply of SS TOP & BOTTOM accessories with 4.00 Set 1489.75

pump guard set suitable to item no.5 as directed

by Engineer - in - charge with necessary

plumbing as desired. Make :

ASTRAL/ASHIRWAD/APPOLO/DUKE

7 Supplying & erecting G.l. bend for pipe 4.00 Nos 115.14

connections suitable for 50 mm dia column pipe.

8 Supplying & erecting ISI Marked 50 mm dia G.l. 4.00 Nos 141.40

Union for pipe connections suitable for 50 mm

dia column pipe.

9 Providing and supplying ISI mark Double Flanged 2.00 Nos 2333.00

50 mm sluice valve including all taxes,insurance

,transportation ,freight, charges ,octroi,inspetion

charges ,loading,un loading,conveyance to

departmental stores ,staking etc.completewith ISI

mark only . P.N,1.6 With hand wheel /cap

operated (PD type Short Body) Make : Kirloskar/

IVC/ IVI/ R & D/Durga

10 Providing and supplying ISI mark 50 mm C.I Non 2.00 Nos 3432.00

Return valve including all taxes,insurance

,transportation ,freight, charges ,octroi,inspetion

charges ,loading,un loading, conveyance to

departmental stores ,staking etc.complete with

ISI mark only , IS 5312 ,PN-1.6 Make : Kirloskar/

IVC/ IVI/ R & D/Durga

11 Supply of errection clamps with nut & bolts 4.00 Pair 179.78

Clamp made from M.S. plate with 3 holes on

either side with nuts & bolts of std. Make and

suitable size 4"(Width)x 1.5"(Thickness)x 24"

length flate suitable to 50 mm dia column pipe &

150 mm dia Borewell. Make: Heavy Duty.

12 Supply of M.S. "C" class pipe piece of approx 0.4 2.00 mtr 260.58

mtr. length having one end M. S. heavy duty ISI

marked coupling having threads of 11 TPI and

other end having 11 TPI threads suitable for 'C'

class pipe (i.e. suitable to Item No-5) Nominal

Dia-50 mm Dia. Make: Heavy Duty C Class, ISI

13 Supply of all flanged, heavy duty CI Tee as per IS 2.00 Nos 1010.00

1538/ 1986 specification suitable for use with

G.I. column pipe of 50 mm dia. size of C.I. Tee-

x 50 x 50 mm dia Supply of M.S. Blind blank

flange having 15 mm thickness. With standard

holes for 12.5 mm dia bolts. Make: Heavy Duty,

14 Supplying & erecting funnel type earthing having 2.00 Job 7874.97

earth plate of following size burred in

specifically prepared earth pit 3 mtr. below

ground with 40 kg. charcoal and salt with

alternate layers of charcoal & salt, 20mm.dia. G.I.

pipe with Funnel with a wire mesh for watering &

bricks masonry block, C.I. Cover complete as per

para 7.3 of IS 3043 with necessary length of

double Galvanised Iron / copper earth wire No

SWG bolted with lug to the plate and covered in

12 mm dia. G.I. pipe 2.5 mtr long complete

connected to the nearest switch gear with end

socket as per direction & duly tested by earth

tester confirming to IS (As per drawing) with

following specification

15 Lowering of submersible motor pump set 2.00 Job 2568.43

complete with required. Nos. and size of casing

pipes erected by means of proper chain pulley

block & pipe wrenches after checking of threads

of each pipe with coupling to take the load of the

pump set and pipe assembly filled up with water

up to 120 mtr & up to the depth as directed by

Engineer-In-Charge

16 Providing & erecting open well horizontal mono 2.00 SET 18746.61

block pump set with cast iron body, complete for

three phase submersible motor having 3 phase

HP open well horizontal mono block pump set

suitable for 1350 LPM to 310 LPM @ 10 Mtr to

42 Mtr head suitable for 50/65 mm dia delivery

pipe i) Discharge capacity = 1350 LPM to

LPM (1 Working + 1 Standby) ii) Total head =

10 Mtr to 42.00 Mtrs.

iii) Impellers : GM iv) Delivery size : 65 x 65 mm

18 Providing and erecting ISI marked PVC insulated 100.00 MTR 104.03

PVC Sheathed Flat flexible Submersible copper

cable approved make of following Size. (b)

Core x 2.5 Sq. mm. Make :

FINLOLEX/AVOCAB/POLYCAB/ KEI

19 Supplying and erecting approved make 3 phase 2.00 Ea 7722.46

motor control cubical panel made from 16 G.

CRCA sheet duly painted with epoxy powder

painted inside and outside with hinged doors

and locking arrangement with suitable size ON-

OFF Isolater (AC 23 duty ) Main fuses, single

phasing preventor , Indicating lamps for R-Y-B

phases , over load relay, Automatic water level

controller , Ammeter , Voltmeter each with Two

way selector switch incoming wires duly socket

crimped, main contactor and over load relay

start stop push buttons to be erected on angle

Iron frame grouted on wall as directed. The

Isolator, Over load realy and Contactor will be of

L&T , Siemens or BCH make . Make : As per

attached Make List for equipment of control

Panel in Specification Part. D.O.L for 5 H.P

20 Providing & erecting approved make Four pole 2.00 No 8055.76

moulded case circuit breaker having breaking

capacity/strength ICU of 35 K.A. at 415V. having

normal current rating up to 125A. with fixed

thermal & magnetic release suitable to work on

A.C.supply 50 c/s. with all internal connections &

complete erected on polished wooden board/ in

existing 16 G.M.S housing.ICS = 100% of ICU only.

CAT-III Make : As per attached Make List for

equipment of control Panel in Specification Part.

21 Supplying & erecting approved make Automatic 1.00 Ea. 2355.32

liquid level controller 6 A as per instruction of

Engineer in charge on site complete with wiring

connection with existing wires , with copper

conductor from pump to upper and lower tank.

Make : As per attached Make List for equipment

of control Panel in Specification Part.

22 Supplying ISI Marked (Embossed) following size 30.00 MTR 427.23

of Heavy duty “C” Class G.I . Pipe & erecting as

directed by Engineer-in-charge with necessary

plumbing as desired. (E) Nominal 65 mm dia

23 Supplying and erecting with leak proof materials, 20.00 Ea. 126.25

M.S. Heavy duty ISI marked coupling having

threads of 8 TPI/11 TPI suitable for ‘C’ class pipe

to take load of pump and pipe assembly of

following size andTPI :- (E) 65mm(2.5") dia. pipe

24 Supplying ISI Marked (Embossed) following size 30.00 MTR 978.69

of Heavy duty “C” Class G.I . Pipe & erecting as

directed by Engineer-in-charge with necessary

plumbing as desired. (H) Nominal 125 mm dia

25 Supplying and Erecting Mild Steel Heavy duty 10.00 Ea. 322.19

Flanges with Rubber packing and Hardware

materials for Pipe connections suitable 125 mm

26 Supplying & erecting G.l. bend for pipe 2.00 NO 200.99

connections suitable for E) Size : 65 mm dia.

27 Supplying & erecting G.l. bend for pipe 2.00 NO 630.24

connections suitable for Size : 125 mm dia.

28 Supply of all flnaged heavy duty CI Tee as per IS 2.00 NO 2388.65

specification. Size : 125 x 125 x 65 mm dia

29 Providing and supplying ISI mark Double Flanged 2.00 NO 2777.00

65 mm sluice valve including all taxes,insurance

,transportation ,freight, charges ,octroi,inspetion

charges ,loading,un loading,conveyance to

departmental stores ,staking etc.completewith ISI

mark only . P.N,1.6 With hand wheel /cap

operated (PD type Short Body) Make : Kirloskar/

IVC/ IVI/ R & D/Durga

30 Supplying and erecting ISI marked sluice valve at 1.00 NO 5015.00

position with necessary material for following

size of pipe diameter. Nominal 125 mm dia Make

: Kirloskar/ IVC/ IVI/ R & D/Durga

31 Providing and supplying ISI mark 65 mm C.I Non 2.00 NO 3973.00

Return valve including

all taxes,insurance ,transportation ,freight,

charges ,octroi,inspetion charges ,loading,un

loading, conveyance to departmental stores

,staking etc.complete with ISI mark only , IS

,PN-1.6 for following size Nominal Dia : 65 mm

dia. Make : Kirloskar/ IVC/ IVI/ R & D/Durga

32 Supplying, & erecting C.I. swing, check type non- 1.00 NO 7506.00

return (Reflux) Valve -ISI marked suitable for

following size Nominal Dia : 125 mm dia. Make :

Kirloskar/ IVC/ IVI/ R & D/Durga

33 Supplying & erecting Mild Steel heavy duty 10.00 NO 151.50

Flanges with rubber packing and hardware

materials for pipe connections suitable for

Nominal Dia : 65 mm dia.

34 Supplying & erecting Mild Steel heavy duty 10.00 NO 322.19

Flanges with rubber packing and hardware

materials for pipe connections suitable for

Nominal Dia : 125 mm dia.

35 Supply of MS erection clamps for pipe dia.mtr. 65 2.00 PAIR 206.04

36 Supply of necessary rubber packing nut bolts for 50 KG 58.00

fitting of flanges, SV & NRV and necessary

hardware for above pump set.

37 Labour charges for installation, testing and 2.00 JOB 856.48

commissioning of above submersible pumps with

required sizes of column pipes, tee, pipe piece,

blank flange, including providing required sizes &

qty. of bolts, nuts, washers, rubber packings,

welding, cutting of header pipe line, grease, oil

plastic sleeve, PVC tape roll, cable joint,

termination, lugs, any hardwares necessary for

installation etc. hoisting arrangement, including

shifting, loading, unloading, transportation etc.

should be arranged by the tender.

38 Supply of Nylon rope of suitable size to take the 1 LS 1010.00

weight of pumpset, useful for lowering the

pumpset inside the sump. Length : 20 Mtrs.

39 Supplying & erecting funnel type earthing having 1.00 Job 7874.97

earth plate of following size burred in

specifically prepared earth pit 3 mtr. below

ground with 40 kg. charcoal and salt with

alternate layers of charcoal & salt, 20mm.dia. G.I.

pipe with Funnel with a wire mesh for watering &

bricks masonry block, C.I. Cover complete as per

para 7.3 of IS 3043 with necessary length of

double Galvanised Iron / copper earth wire No

SWG bolted with lug to the plate and covered in

12 mm dia. G.I. pipe 2.5 mtr long complete

connected to the nearest switch gear with end

socket as per direction & duly tested by earth

tester confirming to IS (As per drawing) with

following specification

41 Design, Engineering, procurement, Installation, 5 Nos 449.45

Testing and commissioning of Lighting System

Internal Lighting –Point wiring for Light with 2-

1.5 sq.mm & earthwire of 1.5 sq.mm (Green)

both are of ISI marked 1.1 KV grade FRLS PVC

insulated multistrand copper wires, in following

type of pipe to be erected concealed in/ on

surface on wall/ceiling complete with 6A

Modular type switch / bell push & accessories

and earth continuity of following type, erected

on PVC / Metallic box, single mounting base

frame covered with textured/metallic front plate

modules erected on / in wall / ceiling as per pipe

erected, with necessary Lamp holder/ceiling rose

/ H.D.Connector as directed.(a) with medium

class rigid PVC pipe and accessories. Light Points

42 Design, Engineering, procurement, Installation, 2 Nos 638.32

Testing and commissioning of Point wiring for

FAN with 2-1.5 sq.mm & earthwire of 1.5 sq.mm

(Green) both are of .ISI marked 1.1 KV Grade

FRLS PVC insulated multistrand copper wires, in

following type of pipe to be erected concealed in

/ flushed on wall/ceiling complete with 6A

Modular type switch and hum free EME four or

more step type electronic fan regulator with

separately mounted and accessories with earth

continuity of following type erected on PVC /

Metallic box, single mounting base frame covered

with textured/metallic front plate modules

erected on / in wall / ceiling as per pipe erected.

with necessary ceiling rose / H.D.Connector as

directed.(a) with medium class rigid PVC pipe

and accessories. Cat-III

43 Design, Engineering, procurement, Installation, 2 Nos 257.55

Testing and commissioning of Point wiring for

Looped Plug with 6A Modular type switch & 5 pin

socket erected on PVC / Metallic box, single

mounting base frame covered with textured /

metallic front plate modules erected on / in wall

/ ceiling with following type accessories Cat-III.

44 Design, Engineering, procurement, Installation, 2 Nos 711.04

Testing and commissioning of Point wiring for

Individual Plug with Earth Wire of 1.5 Sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS

PVC insulated multistranded copper wires with

medium class rigid PVC pipe and acessories

complete with modular type switch and 5 pin

plug erected on PVC / Metallic Box covered with

appropriate front plate modules erected on wall /

celing as per pipe erected with 16 Amp plug with

2-2.5 Sq.mm Cu wire type accessories Cat-III.

45 Providing and erecting Approved make Ceiling 2 Nos 1738.21

fan with double ball bearing ISI mark with

condenser A.C. 23OV.50 c/s.1400 mm. sweep

complete, canopy and 30 cms. down rod erected

on existing hook or clamp with 24/0.2 , 3 core

flexible Copper wire with earthing. [Make shall be

approved by Engineer in charge]

46 Supply, installation, testing & commissioning of approved 10 Nos 5976.17

make 90 W (6240 lumens) LED street light fittings with

high power White/Warm light LED wattage of 1 watt and

above with (1) LED Luminary should be assembled on

single MCPCB, efficiency more than 130 lm/watt and

corrosion free high pressure die cast aluminum housing

with smooth finish powder coated and heat sink extruded

aluminum with diffuser (2) The Optical System will

consists of individual Peanut/PC/PMMA or eq. lenses on

high power LEDs i.e. secondary lenses with company

mark/name engraved or embossed (3) Operating Voltage

Range should be 100 to 310 V,50 Hz (4) AC Power Factor

more than 0.95, (5) THD<10%,(6) CCT 5700 K ± 300K (7)

Coverage Area should be 24 to 32 Mtr X 10 Mtr (8) LED

Luminary should be comply the protection class of IP-66

Class (9) Luminaire efficiency>100 lumens/watt,(11) LED

driver efficiency >85%,(12) Surge protection- 10 KV,

CREE/OSRAM/PHILLIPS Lumileds/ NICHIA/

SEOUL/BRIDGELUX (U.S.A.) make LED used for luminaire.

(Each fitting required LM-79 & LM 80 Certificates). The

Fitting should be suitable for side entry having suitable

socket bore for clamping complete erected. or as per site

condition. Job includes removal of erected T-5 fitting from

pole, loading, un-loading, Transporting, stacking at store

etc complete. NOTE: Agency has to provide Demo @ site by

installing the cool White light Fittings on pole, at least by

Five-Five Fittings and measurement of LUX by NINE POINT

Method to decide the procurement of either White light

LED Fittings as per site condition/requirements.

Make/Brand of LED Luminaires should be as per the

approved vendor list. The job is include Removal of

existing(installed) T-5 fittings/ HPMV Fittings from the

GRP Pole with all tools-tackeles required for the same.

Loading, transporting, un-loading of removed T-5 fittings &

old wire/cable from various roads of Estate. Stacking the

same in store of NA as per instruction of Engineer-In-

47 Providing and fixing approved make Octogonal 10 Nos 14010.72

poles made from CR Sheet steel. The poles should

be made as per IS and shall be coated with hot

Dip galvansing as per IS 2629/4759 with

required base plate suitable suspended local

wind speed erected on existing foundation 8 Mtr

long 70 mm top x 155 mm bottom dia 3 mm

thickness Along with base plate.

(a) Overall length of pole : 8.00 mtrs.

(b) Planting depth : 0.0 mtrs.

(c) Height above ground level : 10.00 mtrs.

(d) Length of section - Out side dia. & Wall

Bottom : 155 mm

Foundation 1500 X 550 (Min) or AS per the OEM

48 Providing M-20 / 1:2:4 cement concrete 10 Nos 1292.80

foundation for above item No. 1 & 70 % PCC from

bottom including excavation for the pole of size

60 x 60 x 150 cms. Deep in below ground level

with plinth of 45 cms x 45 cms(or 45 cms dia x

cms) high upper ground level with necessary

curing and finishing in approved manner and as

per drawing & including excavation and as per

instruction of Engineer Incharge. Suitable to Item

No.1 -(1 No. Per St. Lght Pole)

49 Supply and Installtion of 4 nos. M 20 x 750 long 'J' 10 Set 909.00

type EN 8 grade foundation bolts along with

template for the above poles.( 4 nos = 1 set per

St. Lght Pole or Above Foundation )

50 Supplying and erecting bakelite sheet 12mm 10 Nos 656.70

thick HYLAM make on existing angle iron frame

having the weight 1 KG & Size suitable to mount

on JB with backelite connector strip 4 way -

nos./ 8 ways - 1 no. (incoming & out going cable)

with stud type terminals suitable for 4 C x

sq.mm cable with ,double pole 6 A to 32 A, MCB

(Cat-III) with ISI marked suitable to operate on

240 V, A. C. supply and having overload & short

circuit triping element and breaking capacity

kA conforming to IS: 8828 with mounting clamp

with nuts, bolts & washers suitable for erection

on pole with cable clamps & earth bolt. - (1 No.

Per St. Lght Pole)

51 SITC of funnel type pipe earthing having 1.50 10 Nos 540.35

Mtr. Long and 25 MM dia. Medium Class

Galvanised iron pipe with coupling and buch

burried in specially prepared earth pit with salt &

charcoal complete with necessary double 8 SWG

GI earth wire - 0.8 Kg (2 x 3.5 Mtr. = 7Mtr.) laid

upto bolt fitted in pole for earthing . (Earthing at

each poles) as per drawing - (1 Job Per St. Light

52 SITC of Single Arm Decorative Bracket 10 Nos 561.56

consisting of Light Class G.I pipe of 4.2 cms

outside dia.complete with suitable G.I . sleeve

tubing of approx. 45 cms length and suitable for

76.5 mm /80 mm or require size pole top having

suficient fastners fior fixing the brackets and

having suitable rise as per site condition as

directed and spread of 2 mtr. with suitable

welded stiffner reducer and lock nut complete

painted with one coat of red oxide /PU base

primer and two coats of Alluminium /PU paint

suitable for side entry fitting brackets, as per site

condition and as per drawing / directed by

Engineer Incharge. - (1 No. Per St. Light Pole)

(A) Single Arm Bracket 1.0 Mtr.

53 Providing & laying mains with 1.1 kV grade FR 110 Nos 137.36

PVC insulated ISI Marked Stranded Copper cable

having Conductor 2 Wire 2.5 Sq. MM.,3 core

round PVC sheathed in exising pipe/ in street

light pole erected with 2.5 Sq. MM. copper

conductor FR PVC insulated stranded wire of

green colour for earth continuity. - (11 Mtr. per

St. Light Fitting x 1 No. St. Light Fitting =

54 Providing, laying, testing & commissioning of 1 x 350 Nos 153.52

4.0 Core x 16 Sq. MM, XLPE (IS: 7098 (i) - 88),

ISI Mark,Armoured, Multistranded,

Aluminium Conductor suitable for 1.1 kV grade

to be laid 90 Cms under ground or to be laid on

wall with necessary clamps or in existing cable

trench/ pipe at road crossing or on floor and

making the ground as per original. - For

Streetlight between two poles & Service

Connections.(35 Mtr. per St. Light Pole)

55 Providing & laying of approved make 50 MM 250 Nos 62.62

Nominal OD Doubled Walled Corrugated

Pipes(DWC) of polyethylene (conforming to IS

14930 - II) with necessary connecting accessories

like coupler, Tee, L - Bow, etc. of same material at

required depth (90 cms) including excavation for

laying of cable below ground/ road surface for

enclosing cable and back filling the same to make

ground as per original & as per instruction of

Engineer Incharge - for Streelight Cable of 1 x

core x 10 Sq. MM and Service cable of 1 x 4 core x

10 Sq. MM. (35 Mtr Per Between two Pole)

56 Supply, installation, testing & commissioning of 4 Nos 1794.77

approved make LED Indoor fittings with LEDs

wattage 0.2 Watt to 0.5 Watt assebled on single

MCPCB with housing used at heat shrink shall be

made of thick sheet steel confirming to IS 513 /

CRCA polyster powder coated and high UV and

corrosion resistance with diffuser and or poly

carbonate optics with company mark name

to 300 V power factor more than 0.9 THD< 10 %

CCT 4000 K to 6500 K uniformity ratio>0.7.

Luminary efficacy > 100 Lumens / Watt LED

Driver efficiency > 85 % CREE / OSRAM /

PHILIPLS LUMILEDS/ NICHIA/ SEOUL/ BRIDGE

LUX ( U.S.A) make led used for luminieries ( Each

type fittings required LM-79 and LM-80

Certificate) (e) 36 Watts Surge 4 KV IP20 4 Feet

57 Supplying & erecting 600 mm x 600 mm x 3.15 1 Nos 7874.97

mm thk. Copper earth plate earthing burried in

specifically prepared earth pit 3 mtr. below

ground with 40 Kg. Charcoal and 40 Kg. salt with

alternate layers of charcoal & salt, 38 mm dia

Medium Class G. I. Pipe with funnel with a wire

mesh for watering & bricks massanary block, C. I.

cover complete as per para 7.3 of IS : 3043 with

necessary length of double 8 SWG copper earth

wire - bolted to the plate and covered in 38 mm

dia. G. I. pipe - 2.5 mtr. long complete connected

to the nearest switch gears with end socket as

per direction & duly tested by earth tester

confirming to ISS & as per drawing .

58 Supply & erectionrequired size HOT deep 50.00 Kg 77.77

Galvanised iron strip for earthing of LT panel

board, Motors etc. using proper clamp.

59 Safety equipments as per specificatios. Printed 1 Set 130.29

instruction chart Gujarati and English

60 hand gloves(HT) 2 Pair 214.12

61 Supplying rubber mating of 12 mm thickness as 2 Sq.mtr 3081.51

per IS 5424 and of required length and breadth

with good Insulation Property for 22 KV voltage

62 Supplying stand first AID box with antiseptic 2 Nos 299.97

cream, medicine for use on wounds due burn,

crepe bandage, gauge bandage, medicated ready

to use bandage (Band-aid) adhesive tape for

medicinal user, Scissors, anti-septic solution

(Savlon or similar) etc. (All above contents shall

be of standard makes)

63 Supplying FIRE bucket round bottom of 9 litres 4 Nos 214.12

capacity made out of 24 gauge G.I. sheet with

extra handle at bottom duly painted white inside

and Red out side with FIRE mark, filled with

dry-sand and kept on existing stand provided or

hung on wall hook.

64 Supplying and erecting floor mounting stand for 1 Nos 942.33

keeping four nos. of FIRE buckets comprising

1500 mm in length, 900 mm height frame made

out of 30mm X30 mm X 4 mm angle iron with

cross supports for legs, welded with 4 hooks and

duly painted with one coat of red lead and two

coats of approved enamelled silver paint.

65 Wall hook 22 to 25 cms. projection for keeping 4 Nos 60.60

fire buckets made out of 15 mm dia. M.S rod

grouted in wall to a depth of minimum 15 cms.

66 Danger notice boards Medium Voltage 1 Nos 69.69

67 Supplying & erecting D.C.P. type fire extinguisher 1 Nos 2226.04

for following capacity cartridge type with gun

metal cap 150 gram CO2 gas cartridge, powder

and brackets confirming to IS 2171 1985 and

complete erected with necessary clamps made

from 50 x 6 mm M S Flat with nuts and bolts

grouted in wall complete. 10 kg capacity.

68 Supplying & erecting carbon dioxide (CO2) fire 1 Nos 8671.86

extinguisher user of following capacity with

necessary clamps made from 50 x 6 mm M.S. Flat

with nut & bolts grouted in wall complete for

69 Annual Manintenance charge: Agency has to 5 Year 7993.55

carry out Manintenance of the pumping

machinary work after 1st year of completion of

the project which is included in Defect Liability

Period,in such a way that through all

year,pumping machinary will run with 100%

efficiency. Agency has to carry out Manintenance

with Manpower, Material ,Tools & Tackles . No

extra payment will be provided to agency

Annual Operation charge: Agency has to carry out 5 Year 396533.98

Operation of the pumping machinary work after

completion of the project which is included in in

such a way that through all year,pumping

70 machinary will run with 100% efficiency. Agency

has to carry out operation with Manpower,

Material ,Tools & Tackles . No extra payment will

be provided to agency (Unskilled Labour 1 No. &

Skilled Labour 1 No. )

Total of Civil and Electrical Rs

I / We agree to carry out the work at ______________________ % above the estimated

tender rates ___________________________________________ should be written in figures and

I / We agree to carry out the work at ______________________ % below the estimated

tender rates ___________________________________________ should be written in figures and

ESTIMATED AMOUNT ESTIMATED AMOUNT

Put to tender Rs. 79,32,502.92 Put to tender Rs.

Rupees in words : ___________ Rupees in words : _________________

1. (*) Please strike out whichever is not applicable. All work shall be carried out as per the

specifications of the GIDC or as directed.

2. All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3. Rate quoted included clearance of site (prior to commencement of work & at, its close) in all

respect & hold good for the work under all conditions, site moisture, weather etc.

4. I/We have read the tender/general specifications/ conditions and I/We agree to follow

same and binding to me/us.

(2) Kindly read the Online uploaded B1 Agreement – Schedule - C (Pg. no.48). Following

components wise details for Time Schedule of Completion.

(See clause No. 2)

Time Schedule, for completion of different designated parts of the work and rate of

liquidated damages to be paid by the Contractor, if he fails to complete the part of work

within stipulated time limit is as detailed below.

Time Schedule of Completion

Percentage liquidated

Percentage of time of the total time limit

of work damages

Pumping machinery