Remaining works & Faliya Connectivity of Aug. of Gaypagla Regional Water Supply Scheme Including 10 Years of O and M Works Tal : Kamrej, Mandvi, Mangrol & Olpad. Dist: Surat

Name of Work:- Bid documents for remaining works of “Design , Build , Trial Run Contract

for construction of 13 MLD WTP @ Tadkeshwar HW, RCC U/G Sump, RCC ESR, Pump House &

Providing, Supplying, Lowering, Laying & Jointing Rising Main & Gravity main Pipeline &

Supplying, Testing & Commissioning of Pumps With Associated Mechanical and Electrical

Equipment’s, Instruments & Accessories including Faliya Connectivity at Village Levels with

Operation & Maintenance of All type Civil & Mechanical Structures, Machineries & Pipeline

Network for 10 Yrs. under Augmentation of Gaypagla Regional Water Supply of Kamrej,

Mandvi, Mangrol and Olpad Taluka of Surat District (34 Villages)

1) The bidder shall quote his firm and fixed price for the entire work under this Contract, defined in more

details in various sections of this bid document

2) The rates and prices shall be submitted in the electronic formats given by n-procure which is called

Schedule-B. Rates and prices received in any other formats will be rejected and the Bids will be disqualified.

3) It will be entirely at the discretion of the Employer to accept or reject the bidder's proposal, without giving

any reasons whatsoever and the bidder shall not be permitted to withdraw his bid on this account.

5) In Schedule-B the Bidder shall quote prices for the items on % tage rate of overall work / lump sum / unit

rate as called for against the BOQ item

there of for the guidance of the bidder. For any excess over tender quantities, Extra items and variations in

quantities, Refer Clause No 14 of Volume IB-General Conditions of Contract

7) The total of the item prices in Schedule B1, Schedule B2 shall be equal to the price quoted by the bidder

will be considered and binding on the Contractor. The prices in Schedule B1 Schedule B2 of the successful

bidder shall be corrected accordingly.

8) The bidder is not required to quote their prices in Schedule C O&M prices. The rates mentioned in the

Schedule C for O&M are fixed and will be the basis for payment during O&M as per tender terms and

conditions. The Amount of Schedule-C shall not be carried forward to Schedule B for comparison and

evaluation. But it shall be added to schedule) B (After rebate, if any) for overall cost of tender & shall form a

part of the Contract Agreement.

9) Wherever for a particular item the quantities have been specified payment shall be on unit rate basis and

unit Variation in quantity will be paid with pro rata basis.

10) Each item is to be individually/ Overall work is to be % tage base priced online and the amounts shall

blank except where the item description requires the item to be priced on "as applicable" basis. The item

shall not be priced if it is "not applicable to the bidder's design, in which case the bidder shall add the

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

words "NOT APPLICABLE. The wording in the item description is for subject matter guidance only, clause references are

indicative only and all other relevant clauses shall also be referred to. The prices shall allow for all the works covered

under the bid and all liabilities and contractual obligations whether separately specified or not. Items against which no

prices are quoted shall not be separately paid for and the bidder shall be deemed to have covered the cost of execution

of such items (according to the requirements of the bid document) in the prices quoted for other items.

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

working/safety of the system as specified, will not be separately paid for by the Employer when executed

and shall be deemed to be already covered by other items and rates listed in the price sheets No extra

payment shall be given for any item which is required to complete and perform the project.

12) Bidder shall not to quote for O&M in Schedule-C. In case of any discrepancy noted in the various price

B of the successful bidder shall be corrected accordingly.

13) Schedule 'D gives the basis of interim payment for construction of civil works

for financial evaluation of the bid.

15) The bidder shall be deemed to have allowed in his price for provision, maintenance and final removal of

all temporary works of whatsoever nature required for construction including temporary bunds, diverting

water, pumping, de-watering etc. for the proper execution of works. The rates shall also be deemed to include

any works and setting out that may be required to be carried out for laying out of all the works involved.

16) Prices shall be filled online only.

other sections of these bid documents and these documents are to be taken as mutually explanatory of one

18) The bidder shall interpret the data furnished and carry out any additional survey work, or investigation

work required at his own cost.

19) The prices quoted shall also include the cost of materials utilized for testing.

20) The bidder should acquaint himself with the site conditions including the access to Work site. The

successful bidder shall have to make suitable access to work sites at his own cost. These accesses will be used

by the other contractors working for GWSSB.

all the equipment / materials / accessories and services required as per the specifications. The bidder shall

22) 1% of the value of work will be deducted from the Running bill against labour cess which is non-

23) Third Party Inspection / CSC agency will be deployed by GWSSB and charges of the same will be borne

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

24) Any expenditure incurred by inspection/ CSC agency for the work misinformed by the

contractor and charges of inspection/ CSC agency without any work due to misinformation

shall be recovered from the contractor

25) The prices shall be quoted prices shall be quoted exclusive of GST, but inclusive of all other

taxes, royalties and duties prevailing at the time of submission of the bids. Statutory variation

if any during the currency of contract shall have to borne by the agency which shall be not

reimbursed by the GWSSB.

26) The rates quoted shall be the approved tender rates and tender conditions of price

variations GST shall be paid as per prevailing rates at the time of payment. The TDS shall be

deducted at source as per provision of IT rules and GWSSB policy.

27) The rates should be quoted exclusive of GST but inclusive of all other taxes as per Volume

-1 (B), General conditions of Contract, Clause No.

28) The Bidders shall have to quote the rates in this tender keeping in view of the GST. The

Complete responsibility of taxes, duties, levies rests with the Contractor/Agency only.

29) The process requires that the bidder shall quote his price for the work components

during the entire period of performance of the contract except price variation allowed for

supply of MS/DI/PVC/GI pipe as per Volume-1 (B) Clause No. 59. General Conditions of

30) Payment shall be made for the components for which lump sum prices are quoted, as per

the schedule of payment. Total cost will be worked out on the basis of work done of individual

items and rates quoted against those particular items only.

31) Royalties. The contractor shall be liable to pay the royalty of the quarried materials/

minerals used in the construction of works at the rates specified in the Narmada Water

Resources, Water Supply & Kalpasar Dept. Resolution No. GEN-2010-595- (6)- M.I.Cell (K-1)

Dt. 29-4-2011, (Gujarati Version Copy enclosed) and shall be recovered from the running bills

of the work from time to time and remaining amount if any shall be recovered from the final

bill before releasing the security deposit of the work. The contractor shall furnish the

statement showing the quantity of quarried materials / minerals from whom purchased (with

full address of the seller) and copies of the bills for purchase to the Executive Engineer of the

in charge of the work. The contractor shall also furnish such additional information as regards

royalty payment to the competent authority

32) Agency shall have to take Insurance policy and intimate to GWSSB along with the evidence

within time limit. In case of noncompliance entire responsibility shall be rest with the agency

and required amount shall be recovered from any due amount of the agency.

33) GWSSB can recover penalty amount from the agency for not taking the insurance. Though

the penalty amount is recovered, responsibility of the agency for taking insurance shall be

continued and will not be escaped from the responsibility.

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

34) If There is provision for dismantling & buyback of old pumping machinery

HSCF/HMSM pump set with co-ordinated mechanical accessories, Electrical

equipment’s etc. The details of buy back items with quantity is shown in schedule-E

of price bid. The buyback amount is considered as per abstract sheet of buyback and

will be deducted from agency bill.

Signature of contractor Executive Engineer

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

Bidders are required to fill up all the blank spaces in this Bid Form.

THE EXECUTIVE ENGINEER,

PUBLIC HEALTH WORKS DIVISION,

SUB: Bid documents for remaining works of “Design , Build , Trial Run Contract for

construction of 13 MLD WTP @ Tadkeshwar HW, RCC U/G Sump, RCC ESR, Pump

House & Providing, Supplying, Lowering, Laying & Jointing Rising Main & Gravity

main Pipeline & Supplying, Testing & Commissioning of Pumps With Associated

Mechanical and Electrical Equipment’s, Instruments & Accessories including Faliya

Connectivity at Village Levels with Operation & Maintenance of All type Civil &

Mechanical Structures, Machineries & Pipeline Network for 10 Yrs. under

Augmentation of Gaypagla Regional Water Supply of Kamrej, Mandvi, Mangrol and

Olpad Taluka of Surat District (34 Villages)

The bidder shall quote his firm and fixed price for the entire work under this

Contract, defined in more details in various sections of this bid document.

1. Having visited the site and examined the Bid Documents, Drawings, Conditions of

execution of the above Contract, we the undersigned offer to design, Engineer,

procure, construct, complete, commission, operate and maintain the whole of

the said works for 5 years from the date of commissioning including defects

liability period as given in Conditions of Contract and in conformity with the

Annexure, Bidding Documents, including Addenda Nos.__________ (insert

numbers) for Lump sum fixed price of

______) for Construction including free trial run for three months or such other

sum as may be ascertained in accordance with the conditions.

2. I/We agree that

a) if we fail to provide required facilities to the Employer’s representative or any

other person/Agency by the Employer to perform on his behalf for carrying out

the inspection and testing of materials and workmanship.

b) if we incorporate into the Works, materials before they are tested and approved

by the Engineer’s representative.

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

c) if we fail to deliver pure water of required quantity according to the

conditions/stipulations of the Contract, the Engineer will be at liberty to take

any action including termination of Contract and impose at his absolute

discretion any penalties, and/or reject the work.

3. We undertake, if our Bid is accepted, to complete and deliver the works in

accordance with the Contract within _________ months, inclusive of monsoons,

from the date or receipt of Letter of Acceptance issued to us by you.

4. We agree to abide by this Bid for a period of 180 days from the Last date of

submission of the bill and it shall remain binding upon us and may be accepted

at any time before the expiry of that period.

5. In the event of our Bid being accepted, we agree to enter into a formal Contract

Agreement with you incorporating the conditions of Contract there to annex but

until such agreement is prepared this Bid together with your written acceptance

thereof shall constitute a binding Contract between us.

6. We agree, if our Bid is accepted, to furnish performance /Security in the forms

and of value specified in the Clause 1 of Volume-IB, “General Conditions of

7. We have independently considered the amounts of liquidated damages shown in

Appendix to Bid and agree that they represent a fair estimate of the damages

likely to be suffered by you in the event of the work not being completed by us

8. We understand that you are not bound to accept the lowest or any Bid you may

(Name of the Person)

Company Seal _____________________

Duly authorized to sign Bid for and on behalf of (fill in block capitals)

Witness Signature ___________________________

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

NAME OF SCHEME – Augmentation of Gaypagla Remaining Works and Faliya

Connectivity DIst., Surat

Name of Work.: Bid documents for remaining works of “Design , Build , Trial Run

Contract for construction of 13 MLD WTP @ Tadkeshwar HW, RCC U/G Sump, RCC

ESR, Pump House & Providing, Supplying, Lowering, Laying & Jointing Rising Main &

Gravity main Pipeline & Supplying, Testing & Commissioning of Pumps With

Associated Mechanical and Electrical Equipment’s, Instruments & Accessories

including Faliya Connectivity at Village Levels with Operation & Maintenance of All

type Civil & Mechanical Structures, Machineries & Pipeline Network for 10 Yrs. under

Augmentation of Gaypagla Regional Water Supply of Kamrej, Mandvi, Mangrol and

Olpad Taluka of Surat District (34 Villages)

The bidder shall quote his firm and fixed price for the entire work under this

Contract, defined in more details in various sections of this bid document.

Schedule showing the approximately the materials to be supplied to the contractor

from government stores for the work to be executed and the rate at which they are

Sr. Particular Qty. Rate at which the Place of

No. material will be Delivery

Necessary Bleaching Department's

powder and PAC As required Free of Cost store

solution during the anywhere in

M&R period after Surat District

commissioning of the

(B) PVC Pipes 90mm -467 mtrs Department's

mtrs Free of Cost store

1. The contractor submitting the Tender shall see that the rate in Schedule-A

are filled in by the Engineer in Charge at the time of issue tender.

Volume-III, PRICE BID Aug. Gaypagla RWSS ( Remaining & FC), Dist. Surat

2. The contractor while submitting the tender shall provide his own arrangement

at his own cost for loading, unloading, and transporting safety to the site of work

the cement stipulated in Schedule-A

3. Binding wire of 15 gauge of thinner gauge required for placing the

reinforcement in position shall be provided at his own cost.

4. All the materials required for the items other than labour in Schedule-A but

available with the dept. will be issued on request to the contractor. (for use in this

contract only) at prevailing market rates or departmental issue rates whichever is

5. All the surplus materials supplied by the dept. As mentioned in schedule-A

should be handed over to the Department by the contractor at the Govt. stores as

6. The materials mentioned in schedule-A shall have to be checked for their

correctness and soundness by the contractor before taking the delivery of the

materials from the Government.

7. Necessary cement will be purchased by the agency at their own cost from

8. The persons of firm submitting the Tender should see that rates in the above

schedule are filled up by the Executive Engineer, on the issue of form prior to the

submission of the Tender.

9. Carting of above materials should be done by contractor at his own cost.

10. Contractor should return the balance materials in good and acceptable

condition, otherwise recovery at the double rates will be affected in view of Clause

Signature of contractor Executive Engineer

P. H. Works Dn., G.W.S.S.B

AUGMENTATION TO GAYPAGLA REGIONAL WATER SUPPLY SCHEME

TAL: KAMREJ, MANDVI, MANGROL, OLPAD DIST: SURAT

SUMMARY OF COST ESTIMATES

Sr. No. Descriptions Amount Rs.

A Design, Construction, Erection, Testing & Commissioning

Schedule B1: Designing & Constructing 13.00 MLD Capacity Conventional

Water Treatment Plant

2 Schedule B2: Designing & Constructing RCC Clear Water Sumps

3 Schedule B3: Designing & Constructing RCC Elevated Service Reservoirs

Schedule B4: Designing & Constructing RCC Frame Structure Pump House

and Material Safety Room

5 Schedule B5: Providing, Supplying and Laying of Pipeline

7 Schedule B6: SITC of Pumping Machinery at HW

Schedule B7: Designing & Constructing Compound Wall at Various HW and

Schedule B8: Designing & Constructing Approach Road at Various HW and

A Sub Total of A

B Operation and Maintenance

1 Schedule B9: Operation and Maintenance for Ten Years

B Sub Total of B

C Total of A + B

Executive Engineer Deputy Executive Engineer

Public Health Works Division Public Health Sub Division, Sani

SCHEDULE B1: DESIGNING AND CONSTRUCTING WATER TREATMENT PLANT

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1 Conventional WTP(Description of Item for turnkey Tender) 1.00 Nos. 1,69,12,173.60

Designing (hydraulic, process, structural and aesthetic),constructing and commissioning

Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical

components of various sub works as given below including necessary hydraulic testing,

structural testing, equipment testing, trial run for 3 months, etc. complete as directed by

Engineer-in-charge (turn-key job). The design shall conform to IS / CPHEEO

Manual.Aeration Fountain/Cascade AeratorVentury Flume/Partial flumeWith necessary flow

measuring devices/meter consisting of mechanical/digital indicator.Flash MixerRapid mixing

device design conforming to IS : 7090 of 1985.Detenion time 60second, velocity gradient

300-400 sec-1 with fans gear and motor assembly as per design.FlocculatorDesign

conforming to IS : 7208 – 1974 (Type-C) .Detention period 30 minutes with Flocculator

paddleswith gear and motor assembly as per design .ClarifierCircular tank with horizontal

flow pattern, detention period 2.5hours, overflow rate 30 cubic meter per square meter per

day (to be specified),

Weir loading not more than 300 cubic meter per meter per day, with mechanical sludge

scraper conforming to IS : 10313 –1982 and bridge of standard make as per design with

gear and motor assemblies.Rapid Sand Filters and Filter HouseFilter designed for filtration

rate of 6,000 liters per square meter per hour, minimum 2 beds for plants up to 10 MLD, for

larger plants as specified, pipe gallery and platform minimum 5.5 meter in width.a) Filter

MediaEffective size of filter sand 0.45 to 0.70 mm, uniformity coefficientnot more than

nor less than 1.3, depth of filter 0.75 M, freeboard 50 cm, gravel 0.45 M in depth, sand and

gravel conforming to IS : 8491 (i) –

backwash by air wash(if specified) and hard wash by water, standard appurtenances (to be

specified), rate of flow controller, filter gauge, sand expansion gauge, etc.b) Wash Water

TankWash water tanks of capacity equal to 2% of designed quantity of filtered water in a day

(+) 10% with 8 to 10 m head (as specified) Wash water tank shall be constructed on RCC

column/slabs only.c) Wash Water PumpsCapacity to fill water tank in 1 hour with 100%

standby.d) Air BlowersCapable of delivering 600 LMP per square meter of free air, of filter

area with pressure@ 0.4 kg/square cm at the under drains (100%standby).e)

Valves/gatesInlet, outlet, wash water inlet –outlet and all types and sizes of valves/ gates as

per design. (MOC of gate shall be CI)f) Gauges/metersAll types gauges and meters required

for filter operations and backwashing etc.

SCHEDULE B1: DESIGNING AND CONSTRUCTING WATER TREATMENT PLANT

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

as per design.Chemical House in Two Stories (floor wise area as specified) RCCN framed

structure with brick masonry infill walls .ground floor and first flour area as per

data/specifications shall be provided. Minimum clear head room for doors, passages,

galleries etc. shall be 2.10 m. It shall be 2.40 m in case of Alum dosing tank.Ground floor to

accommodate 90 days alum requirements and a) Sundry storage b) First floor to

accommodate alum and lime tanks, etc. c) Solution TanksMinimum 3 tanks (one for

preparation, second for dosing and third as standby), each tank capable of giving 8 hours

maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level

indicator, mechanical agitation devices, solution feed and drain lines, solution feed device

(constant head device, strength of solution up to 10% only)

conforming to IS : 9222 Part – 1/1979.Chemical house, laboratory and administrative

building with areas as per detailsAreas of Chemical HouseSr. No. - Details - Capacity of the

plant upto 500 m3/hrA Ground Floor1) Alum Store - As per calculations-90 day storage2)

Toilet Block - 93) Control panel area - 94) Stair case - 155) Chlorinator Room - 156) Chlorine

Tonner Store ( 5.00 m height) - 30Total Area of Ground Floor-78B First Floor1) Alum Tanks -

As per calculations + conveyance space2) Store - 93)Laboratory -154) office - 105)

Staircase - 15Total Area Of first floor - 49Total area of ground floor and first floor - 127Note :

Space for pipe gallery, platform for valve operation etc. are included in filter house and

hence removed from the areas of chemical house given under 15 of the tender.Store House

(area as specified) - Suitable for alum storage of three months requirement in monsoon with

10% extra capacity for other sundry articles.

Vacuum feed type Chlorinators – make to be specified and approved by GWSSB. a)

Conforming to IS : 10533 – A Part – 2/1983. b) Rate of withdrawal shall be as per clause

Table-1 confirming to IS 10553 (2)-1983 c) Chlorinator equipment and container room to

confirm to IS: 10533 Part – 1/1983. d) 100% standby shall be provided.By pass

arrangements – for Inlet to CCT, Clariflocculator to Filter bed through channel & Filter feed

channel to CCT - C.I. or M.S. pipes( as specified ) of size as per designDrainage

arrangements – RCC pipes up to plot boundary (as specified ) diameter as per design.

(Backwash drain with RCC pipe to plant boundary Or to recirculation sump), (Clariflocculator

sludge removing drain with RCC pipe)Electric Installation - Both internal and external

including entire plant area (as specified).Laboratory equipments - As per requirement (to be

specified during tendering).Sanitary blocks - Sanitary Block Area – 15 square meter

minimum up to 25 MLD and 25 square meter above 25 MLD (or as specified).Administrative

block and internal roads - To accommodate office room, chlorine room, laboratory room,

panel board room, blower room etc

SCHEDULE B1: DESIGNING AND CONSTRUCTING WATER TREATMENT PLANT

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

. and asphalt road to connect all units from main gate of plot.Dewatering during entire work

using any technique.Necessary Instrumentation and control as per specifications (for >-

MLD WTP) - The plant shall be provided with required instrumentation equipment for

measurement and control functions, indicated below as a minimum, but not limited to the

following: a) Rate of flow (ROF) measurement at WTP Inlet Parshal Flume and at each Filter

Bed Outlet. Flow meter shall be Ultrasonic type with remote display to indicate level and

corresponding/proportionate flow values on field.b) Torque switch at

Clariflocculator for alarm of Overload and trip function of Clariflocculator mechanism. c) Loss

of Head (LOH) Measurement across each Filters. LOH Meter shall be Ultrasonic type with

remote display to indicate level values and Head Difference on field.d)Level measurement at

each Sump/ Tank/ ESR. Level Indicator shall be Float & board type to indicate level values

on field. Level switch shall be Displacer/Float type with Low & High set point to start/ stop

respective pumps.e)Float & Horizontal Scale type level gauge at Chemical dosing tanks to

indicate level values on field.f) Pressure Gauges at each pump/blower delivery line and at

common header.g) Constant head flow, measurement at alum dosing tanks with float

operated flow meter.h) All Alarm/indicators shall be provided in instrument chamber of MCC.

i) pH indicator cum Transmitter (Online Analyzer) to measure, display & transmit pH Value of

Raw Water (Location: WTP Inlet Parshall Flume) and Clear Water (Location: CCT Outlet).

j) Turbidity Indicator cum Transmitter (Online Analyzer) to measure, display & transmit

Turbidity Value of Raw Water (Location: WTP Inlet Parshall Flume), settled water (Location:

Clariflocculator outlet) and Clear Water (Location: CCT Outlet). k) Chlorine Indicator cum

Transmitter (Online Analyzer) to measure, display & transmit Residual Chlorine Value of

clear water (Location: CCT Outlet) and Chlorine Leak Detector at Chlorination Room. l)

Sampling Pump for Sampling to Laboratory at Raw Water Channel, At Inlet to Filter & Outlet

to Filter. m)PLC based control panel with SCADA system shall be provided in central control

room of treatment plant for monitoring, control, recording, and logging etc. Necessary

alarms, status signals along with the measurements of process parameters etc. shall be

displayed in SCADA System. n)Additional instruments & control equipments if any for safe,

reliable & efficient operation of treatment process.3. Following conditions shall form a part

and parcel of the tender - 3.1. Filter house tiles should be glazed vitrified mat finish and tile

on wall up to window sill. Around valve area granite flooring to be provided. 3.2. All channels

should be with inside china mosaic/epoxy coated.

SCHEDULE B1: DESIGNING AND CONSTRUCTING WATER TREATMENT PLANT

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

3.3. All railing should be SS railing (SS 304) as per latest IS standard. 3.4. External paint

should be of weather proof coating with primer and 3 coat paint. 3.5. Opening of window &

door should be framed with granite. All platform for kitchen/laboratory shall be of granite and

fixed in sandwich with bottom of kota/white marble. All Window shall be of Anodized

Aluminum section (1.2mm gauge section) with wired glasses, also provided with grill /

jaali/aluminum weld mesh to prevent birds Doors shall be of anodized aluminum

section(1.2mm guage of section) partial glazed and partial panel with 4mm backelite sheet.

Main entry door should be 2.0meter wide with 3.0mtr entry poarch. 3.6. Roof top of all unit of

the WTP is approchable through staircase. All staircase of entire WTP should be RCC

only.(No MS ladder or No MS Staircase) 3.7. Bathroom should have shower facility. 3.8.

Chlorination neutralized pits(Lime pit) shall be made and mock drill practice for leakage

neutralization to be carried out while commissioning 3.9. Fire safety equipment with Safety

kit. 3.10. At chlorination room safety mask and hand gloves, gum boots etc. should be

3.11. All vehicle access roads shall be of RCC and balance of Paver block type 3.12. Proper

arrangement shall be made for storage of PAC solution and alum with arrangement of

vehicle lifting of platform through guide rails operating by motors. (5) Design flow shall be

specified in M^3/hour in data sheet considering 22 hours WTP run time in a day to treat

requirement water quantity of a day( i.e. 24 hours) of population to be served with design

rate of water supply. No separate overloading provision shall be kept in any tender clause .

(6) All other details shall be as per design criteria and detail specifications. (7) The following

rates are for sites falling in seismic zone III for sites falling in Zone IV and V rates shall be

increased 5% and 8% respectively. (8) The rates includes excavation, refilling and throwing

away extra stuff at all lead.(9) The following rates are for preliminary or rapid estimate of

Conventional Water Treatment Plant of capacity 13.00 MLD at Tadkeshwar

Note:The Minimum SBC shall be carried out at Total 05 Nos. within foundation aera in gird

and design should be done considering lowest S.B.C. at Clariflocculator, Total 05 Nos.

within foundation aera in gird and design should be done considering lowest S.B.C. at Filter

House and 1 Nos. at Cascde Aerator and other location as per the site requirements and

Instruction given by Engineer IN Charge.

TOTAL OF SCHEDULE B1

SCHEDULE B2: DESIGNING AND CONSTRUCTING CLEAR WATER SUMP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1 Preparing structural design of RCC Under Ground / Partially underground / above high

ground level Reservoir of required capacity as per relevant I.S. standards 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, casting 100 mm thick P.C.C.

levelling course in M-15, Refilling the pit with proper soil and disposing of the surplus stuff at

all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all

over inside container (i.e. walls, base, top slab/dome bottom etc. all). 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, CI Manhole frame and cover, water level indicator,

adequate cowl type ventilators or lantern type ventilator with stainless steel jail. RCC

chambers for valves. Providing and applying three coats of cement paint / snowcem to the

outside 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

List of Indian Standards for Design of GSR / SUMP:

The structural design of GSR shall be in accordance with provisions relevant I.S 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) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

SCHEDULE B2: DESIGNING AND CONSTRUCTING CLEAR WATER SUMP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

General Specifications:

(1) Water depth in container shall be adopted as per data of tender. Capacity shall be

calculated excluding free board of the reservoir. 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

(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-30.

(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) DI pipes and special shall only be used if type is not specified in tender.

SCHEDULE B2: DESIGNING AND CONSTRUCTING CLEAR WATER SUMP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

(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. If GWT / Uplift is

mentioned in tender and during excavation it does not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided over sump periphery when sump height is ≥ 1.5 meter

above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to sump top slab based on the

height of the GSR above/below the ground.

(14.b) RCC Staircase with SS railing to be provided inside reservoir container. BB Masonry

stair cabin to be provided to cover the same with MS safety door having locking

(15) Appearance of structure should be aesthetically good looking acceptable to authority.

(16) 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.

(17) 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.

(18) When capacity of GSR / Sump is > 20 lakh litres two or suitable compartments

acceptable to executive engineer shall be designed and provided.

(19) Agency shall engage qualified (at least graduate) consulting engineer for designing the

structure and he / she shall visit the site for guidance of work.

(20) 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 20 are part and parcel of tender

(contact) and prevail over other provisions in tender.

including all necessary hydraulic testing, structural testing, equipment testing, and so on, as

directed by the Engineer-in-Charge (Turnkey Job).

The design must adhere to the most recent IS Codes / CPHEEO Manual / GWSSB

Guidelines. (For Circular Shape without Water Table (Sub Soil Water Level Above

SCHEDULE B2: DESIGNING AND CONSTRUCTING CLEAR WATER SUMP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1500000 liters U.G.SUMP at Tadkeshwar WTP (Only bottom and side wall has been

constructed by old agency remaining all work shall be carried out by bidder)

1.2 50000 Liters U.G. Sump at Chhamuchhal, Akhakhol 2.00 3,02,120.82

1.3 250000 Liters U.G. Sump at Karanj 1.00 9,95,231.81

1.4 760000 Liters U.G. Sump at Pipodara 1.00 24,89,676.57

TOTAL OF SCHEDULE B2

SCHEDULE B3: DESIGNING AND CONSTRUCTING RCC ELEVATED SERVICE RESERVOIR

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1 Designing structurally (and aesthetically) complying provisions of relevant Indian standards 1.00 Nos. 85,10,389.17

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

SCHEDULE B3: DESIGNING AND CONSTRUCTING RCC ELEVATED SERVICE RESERVOIR

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

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). Capacityof

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

(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

throughout 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.

SCHEDULE B3: DESIGNING AND CONSTRUCTING RCC ELEVATED SERVICE RESERVOIR

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

(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)

RCC ESR (description of item for turnkey tender)

including all necessary hydraulic testing, structural testing, equipment testing, and so on, as

directed by the Engineer-in-Charge (Turnkey Job). The design must adhere to the most

recent IS Codes / CPHEEO Manual / GWSSB Guidelines.

For Zone-4 At Shenthi, Capacity: 9,00,000 Liter, 15.0 M Height (Only column beam Design

and Construction is allowed)

Note: Contractor has to carry out test for SBC Total 05 Nos. within foundation aera in gird

and design should be done considering lowest S.B.C. at proposed location for design

TOTAL OF SCHEDULE B3

SCHEDULE B4: DESIGNING & CONSTRUCTING PUMP HOUSE & MATERIAL SAFETY ROOM

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1 Designing (aesthetically) and constructing R.C.C frame structure of pump room with positive 210.00 Sq. M. 16,066.81

suction / Negative suction Without Gantry structure (Upto 3.60 M)

1. Minimum 15 % opening for ventilation should be provided.

2. Pump room rolling shutter, door and windows of aluminium section and window grill of

stainless steel should be provided (Included in Cost).

3. Plinth level of Pump house should be min.1.0 meter above GL.

4.Cost does not include foundation for pumping machinery.

(A) At New Tadkeshwar HW site

Pump House Positive Suction With Gantry structure (Min. Height 4.5 M)

1.2 At Gaypagla HW (Existing) 300.00 Sq. M. 16,066.81

2 Village Level Pump House:

Pump House Negative suction Without Gantry structure (Upto 3.60 M) at various

2.1 Chhamuchal 9.00 Sq. M. 10,883.96

2.2 Navi Roswad 9.00 Sq. M. 10,883.96

2.3 Kanyashi 9.00 Sq. M. 10,883.96

2.4 Chouryashi 9.00 Sq. M. 10,883.96

2.5 Varethi 9.00 Sq. M. 10,883.96

2.7 Juni Palod 9.00 Sq. M. 10,883.96

2.8 Navi Palod 9.00 Sq. M. 10,883.96

2.8 Pipodra 9.00 Sq. M. 10,883.96

2.9 Nani Naroli 9.00 Sq. M. 10,883.96

SCHEDULE B4: DESIGNING & CONSTRUCTING PUMP HOUSE & MATERIAL SAFETY ROOM

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

3 Material Safety Room:

Designing (aesthetically) and constructing R.C.C frame structure of pump room with positive

suction / Negative suction Without Gantry structure (Upto 3.60 M)

1) Minimum 15 % opening for ventilation should be provided.

2) Pump room rolling shutter, door and windows of aluminium section and window grill of

stainless steel should be provided (Included in Cost).

3) Plinth level of Pump house should be min.1.0 meter above GL.

Note: Design of the material safety room shall be as per availability of land.

3.1 Gaypagla HW 250.00 Sq. M. 10,883.96

3.2 Tadkeshwar SHW 48.00 Sq. M. 10,883.96

TOTAL OF SCHEDULE B4

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes 46,058.00 Rmt 139.00

suitable for potable water with ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and central taxes, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial etc. complete. Note : (1)

One coupler / ring shall be provided with each full length pipe cost of which is included

in rates below. (2) 3% (Three) Discounted rate to be consider for Coupler jointed pipe.

(3) Rate for PVC Resin as Rs. 134700 (Price Without GST)

90 mm Dia. P.V.C Pipe-6 Kg/Sqcm

1.2 140 mm Dia. Pipe 5,607.00 Rmt 326.00

1.3 160 mm Dia. Pipe 6,500.00 Rmt 420.00

1.4 200 mm Dia. Pipe 5,165.00 Rmt 665.00

1.5 250 mm Dia. Pipe 0.00 Rmt 1,035.00 -

Providing and supplying D. I. K-7 grade pipes for following nominal bore diameter with

internal cement mortar lining including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete. (IS 8329-2000). Rate for DI pipe based on Wholesale

Price index of Pig Iron as 149.2 for the month of Januaury-2022.

3.0 Providing and supplying at store or site of work including freight, loading, unloading, 1.00 LS 9,41,688.72

stacking, insurance & all taxes etc. complete

PVC Specials with ISI Mark 3% of pipe cost

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

4.0 Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, 2,086.04 KG 148.00

reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for

use with D.I. Pipes manufactured as per IS:8329 / 1994delivery of specials is to be

made to GWSSB store or site of works any where in Gujarat including all taxes,

loading, unloading, carting, stacking, insurance, inspection charges, octroi etc.

For D.I.Specials, Socket and Spigot type, 80 to 300 mm dia.

4.1 For D.I. Specials, Socket and Spigot type, type, Above 350mm dia. 4,000.16 KG 151.00

5.0 Sluice Valve 14.00 Nos. 2,679.00

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest Edition)

of following class and diameter including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete.

PN-1.6 With hand wheel /cap operated (PD type short Body) 80 mm Dia

5.1 100 mm Dia. Pipe 13.00 Nos. 3,598.00

5.2 150 mm Dia. Pipe 4.00 Nos. 5,857.00

5.3 200 mm Dia. Pipe 6.00 Nos. 10,295.00

5.4 250 mm Dia. Pipe 2.00 Nos. 16,402.00

5.5 300 mm Dia. Pipe 1.00 Nos. 20,946.00

6.0 Air Valve 18.00 Nos. 717.00

Providing and supplying C. I. Air valves of approved make & quality of following class

and diameter including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking

Air valves Single Acting (S1), 25 mm Dia.

6.1 Air valves double acting (DS2) 50 mm Dia. 72.00 Nos. 2,496.00

6.2 Air valves double acting (DS2) 80 mm Dia. 74.00 Nos. 3,660.00

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

7.0 Temper Proof Air Valve 25.00 Nos. 13,789.00

Providing and supplying C. I. Temper proof air valves with SS 304 Float gun metal-

nozzle of approved make & quality of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection charges loading,

unloading, conveyance to departmental stores, stacking etc. complete.Temper proof

With Isolating Sluice Valve

PN 1.0 size 80 MM Dia.

Excavation for pipe line trenches incl. all safety provisions using site rails and stacking

excavated stuff up to a lead of 90 mts. cleaning the site etc. complete for lifts and

strata as specified.

a) In all sorts of soil and soft murrum

8.1 b) In hard murrum, boulders incl. macadam road. 11,515.53 Cu.m. 141.75

8.2 c) In Soft rock 8,636.64 Cu.m. 171.15

8.3 d) In Hard rock 2,878.88 Cu.m. 390.60

9.0 P.V.C. Pipes 46,525.00 Rmt 17.85

Lowering, laying and jointing PVC pipes and specials of following class and diameter

including cost of conveyance from stores to site of works including cost of labour,

material, except cement solvent, giving satisfactory hydraulic testing as per ISI code.

9.1 110 mm Dia. Pipe 11,453.00 Rmt 19.95

9.2 140 mm Dia. Pipe 5,446.00 Rmt 24.15

9.3 160 mm Dia. Pipe 6,692.00 Rmt 29.40

9.4 200 mm Dia. Pipe 5,277.00 Rmt 38.85

9.5 250 mm Dia. Pipe 3,899.00 Rmt 53.55

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

9.6 280 mm Dia. Pipe 11,917.00 Rmt 63.00

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar

lined D. I. Pipes of various classes with CI / MS specials of following diameters in

proper position, grade and alignment as directed by Engineer-in-charge including

hydraulic testing etc. comp.

11.0 Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly 39.00 Nos. 420.00

valves, Sluice valves and Air valves including cost of all labour, jointing material,

including nut bolts and giving satisfactory hydraulic testing, etc. complete.

80 mm Dia. Pipe

11.1 100 mm Dia. Pipe 24.00 Nos. 460.95

11.2 150 mm Dia. Pipe 4.00 Nos. 614.25

11.3 200 mm Dia. Pipe 6.00 Nos. 779.10

11.4 250 mm Dia. Pipe 2.00 Nos. 993.30

11.5 300 mm Dia. Pipe 1.00 Nos. 1,198.05

11.6 Air Valves Single S1 25 mm Dia 18.00 Nos. 58.80

11.7 Air valves double acting (DS2) 50 mm Dia. 72.00 Nos. 397.95

11.8 Air valves double acting (DS2) 80 mm Dia. 99.00 Nos. 431.55

11.9 Temper Proof Air Valves 100 mm Dia. 11.00 Nos. 552.30

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

12.0 Erection of air valve riser by installing new M.S. pipe of 6 mm thick and 3.2 mt length 72.00 Nos. 3,267.60

with necessary fittings such as flange of appropriate size, nut bolts and embedded the

pipe in RCC M:15 with offset of 10 cm around pipe with necessary steel etc complete

For 50 mm dia.Air Valve

12.1 For 80 mm dia.Air Valve 99.00 Nos. 4,567.50

12.2 For 100 mm dia.Air Valve 11.00 Nos. 5,820.15

13.0 Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm incl. 10.92 Cum. 4,319.49

form work curing consolidation etc. complete.Using 20 mm trap metal.

14.0 Providing and casting in situ C. C. in grade M-20 (proportions as per mix design or as 75.00 Cum. 5,796.00

per table 9 of IS 456 - 2000 in masses by weigh batching) using granite, quartzite trap

metal of size 6 mm to 20 mm for RCC work, including scaffolding centring, form work,

needle vibrated consolidation, curing complete up to 6 M depth or height (excluding

cost of reinforcement and neat finishing) wiht centring and shuttering etc. complete for

structure other than water retaining.

15.0 Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of 53,244.91 Cum. 23.10

surplus stuff as directed within a radius of 3 km.

16.0 Providing Bedding including ramming, watering, consolidating etc.complete from 4,332.31 Cum. 63.00

selected excavated earth

14.0 Drilling of Bore Holes with Casing Pipe (Railway / Road Crossing) 30.00 Rmt 2,255.40

Drilling of Horizontal bore hole for water main pipeline under the Railway / Road tracks

in all strata with required length including fixing of M.S.(or as specified by Railway /

Road authority) casing pipe of suitable size and Thickness. Rate includes the cost of

Drilling of bore hole , Casing pipe & welding pushing etc complete but excluding the

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 diameter of

Bore hole. for MS pipe

Horizontal drilling -250 & MS Casing Pipe -200 mm 5 mm thick

14.1 Horizontal drilling -300 & MS Casing Pipe -250 mm 5 mm thick 60.00 Rmt 2,680.65

14.2 Horizontal drilling -500 & MS Casing Pipe -400 mm 6 mm thick 90.00 Rmt 6,760.95

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

14.3 Horizontal drilling -600 & MS Casing Pipe -500 mm 8 mm thick 30.00 Rmt 9,624.30

12.0 Drilling of 500mm dia Horizontal borehole for watermain pipeline crossing under the 1.00 Nos 4,32,974.85

road incl in all strata with requried length incl fixing of 400mm dia M.S/RCC casing

pipe with pushing etc complete various size of pipe for 193.7 to 244.5mm dia

watermain (For 45 mt Length)

MS Casing Pipe + Water Main -219.1mm

13.0 Drilling of 600mm dia Horizontal borehole for watermain pipeline crossing under the 2.00 Nos 6,26,274.60

road incl in all strata with requried length incl fixing of 500mm dia M.S/RCC casing

pipe with pushing etc complete various size of pipe for 273.1 to 355.6mm dia

watermain (For 45 mt Length)

MS Casing Pipe + Water Main - 273.1mm

13.0 Drilling of 900mm dia Horizontal borehole for watermain pipeline crossing under the 3.00 Nos 12,03,907.95

road incl in all strata with requried length incl fixing of 800mm dia M.S/RCC casing

pipe with pushing etc complete various size of pipe for 406.4 to 508mm dia watermain

(for 45 Mtr. Length)

MS Casing Pipe + Water Main - 406.4mm

14.2 MS Casing Pipe + Water Main - 508mm 1.00 Nos 12,45,268.50

11.0 Construction of valves chambers in brick or bela stone masonary, locally available in 27.00 Nos. 5,649.00

C. M. 1:6.Foundation concrete 150 mm thick in C. C. 1:4:8 of trap metal size 25 mm to

40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C. M.

1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each

with handles or MS Bar etc. complete as given size) Up to 1 Mt. depth from G. L. to

pipe invert level incl. complete civil works but excl. cost of excavation and refilling.

With cast in situ RCC slab in one single piece with fixing of CI-MH Frame and cover

(excl. cost of CI-MH Frame and cover) with 23 mm thick brick masonary wall in

With precast slab in two parts

Size of chamber 0.60 m x 0.60 m and 1.0 mt. deep

11.1 Size of chamber 0.90 m x 0.90 m and 1.0 mt. deep Nos. 8,124.90

11.2 Size of chamber 1.30 m x 1.30 m and 1.0 mt. deep 3.00 Nos. 11,918.55

11.3 For 1 Mtr. Extra Depth

Size of chamber 0.90 m x 0.90 m and 1.0 mt. deep

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

11.4 Size of chamber 1.30 m x 1.30 m and 1.0 mt. deep 1.5 Rmt 6,388.20

13 CI-MH Cover for Brick Chamber 1300.0 Kg. 60.90

Prividing and supply of CI manhole frame and Cover

18.0 Providing & casting in situ mass cement concrete in grade M.10 (approx. corresp.to 7.50 Cum 4,170.60

prop.1:3:6) using granite quartizite trap metal of size 12mm to 25 mm including

consolidation curring etc.comp.With Formwork

For column footing

19.0 Providing and casting in situ C.C. in grade M-20 (proportions as per mix design or as 50.00 Cum 5,796.00

per table9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap

metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork,

needle vibrated consolidation, curing complete up to 6 meter depth or height

(excluding cost of reinforcement and neat finishing) with centering and shuttering /

deshuttering etc. complete for structure other than water retaining (Below G.L)

Including cost of Shuttering/ Form Work

For Column footing

19.1 For Column 30.00 Cum 7,731.15

20.0 Supplying cutting bending, binding and placing in position steel as per plan and design 10.00 MT 76,868.40

and as per ISS 2502 including cost of steel and binding wire for reservoirs/structures

only including lift up to 6 meter height or depth below G.L for all diameters. Do thermo

mechanically treated (TMT) bars Fe-415 grade for all diameter.(With Designing)

21.0 Purchasing & Supplying at site of works, with Railway freight, loading, unloading, 25.00 MT 80,013.15

carting, etc. complete such as joints, channels, angels, iron rails etc. including cost of

labour charges for lowering laying, erection,fixing , various size of M.S section such as

joits channel, angles plates etc. Complete For Steel Bridge

22.0 Hydraulic Testing of P.V.C. Pipes 2,558.00 Rmt 4.46

Including cost of labour, material, except cement solvent, giving satisfactory hydraulic

testing as per ISI code.

22.1 110 mm Dia. Pipe 7,575.00 Rmt 4.99

22.2 140 mm Dia. Pipe 1,698.00 Rmt 6.04

22.3 160 mm Dia. Pipe 0.00 Rmt 7.35 -

SCHEDULE B5: PROVIDING, SUPPLYING, LOWERING LAYING AND JOINTING OF PIPELINE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

22.4 200 mm Dia. Pipe 5,559.00 Rmt 9.71

22.5 250 mm Dia. Pipe 1,778.00 Rmt 13.39

TOTAL OF SCHEDULE B5

SCHEDULE B-8: SITC OF PUMPING MACHINERY AT GAYPAGLA HWS AND ALL SUB HEAD WORKS

Schedule Item Details Amount, Rs. Remarks

6A1 SCHEDULE B6.A.1: TRANSFORMERS AT GAYPAGLA WTP FOR EXISTING WTP

SCHEDULE B6.A.2: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORKS (

Mechanical Works)

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical

6A4 SCHEDULE B6.A.4: TADKESHWAR CWS TO NANI NAROLI CWS

SCHEDULE B6.A.5: TADKESHWAR CWS TO SETHI ESR ( Mechanical+ Electrical

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI

ESR ( Electrical Works)

6A7 SCHEDULE B6.A.7: NANI NAROLI CWS TO DUNGRI ESR ( Mechanical Works)

6A8 SCHEDULE B6.A.8: NANI NAROLI CWS TO DUNGRI ESR (Electrical Works)

TOTAL OF SCHEDULE 6A

SCHEDULE B6.A.1: TRANSFORMERS AT GAYPAGLA WTP FOR EXISTING WTP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1 Transformer 2 Nos. 895945

SITC of outdoor type, three phase, oil immersed, distribution transformer of required

KVA & voltage ratio, copper double wound, vector group -

Dyn11, HV delta connected & LV star connected with neutral brought out connected to

provide separate earthing terminals, bushing / cable box on

HV side and cable box on LV side suitable for cables or bus duct as per requirement

with standard fittings, conforming to IS: 1180 (Part-1) /

with its latest amendment including first fill of transformer oil & following accessories.

(a) Oil conservator with filling holes with cap and prismatic oil level gauge.

(b) Silica Gel dehydrating breather charged with silica gel

(c) Oil drain cum sampling valve with plug

(d) Oil filter valve

(e) Lifting Eyes / Hooks / Lugs

(f) Two earthing terminal

(g) Diagram and rating plate

(h) Air release plug

(i) Explosion vent with diaphragm

(j) Thermometer pocket

(k) Four bi-directional plain roller with base channel with hauling holes

(l) Fixed / Separate type radiator banks

(m) Off circuit externally operated tapping switch (For rating < 1000 kVA)

(n) 100 mm stem type oil temperature indicator (For rating < 500 kVA)

(o) Bucholtz relay with shut off valve (For rating ≥ 500 KVA)

(p) 150 mm dial type oil temperature indicator with Alarm / Trip contact (For rating ≥

(q) 150 mm dial type winding temperature indicator with Alarm / Tip contact (For rating

(r) Marshalling box (For rating ≥ 500 kVA)

(s) 150 mm dia. magnetic type oil gauge (For rating ≥ 1600 kVA)

(t) Inspection cover & Jacking lugs (For rating ≥ 1600 kVA)

For transformer having oil storage capacity for 2000 liters and higher, nitrogen

injection fire protection system (NIFPS) is to be provided.

500 kVA (1W+1S) (Level 2)

SCHEDULE B6.A.1: TRANSFORMERS AT GAYPAGLA WTP FOR EXISTING WTP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

2.0 LV POWER CONTROL CENTER (PCC)

Supply, installation, testing and commissioning LV Distribution Board (LVDB) totally

enclosed, dust & vermin proof, indoor type,

fabricated from CRCA sheet steel with minimum thickness of 3 mm for base frame /

channel / gland plates, 2.0 mm for load bearing

members / doors & 1.6 mm for internal partitions, minimum degree of protection - IP

52 as per IS: 2147, suitable for operation on

Phase, 4 Wire, 415 V, 50 Hz, Neutral effectively grounded, with instrumentation

compartments accomodating meters, aux / protective

relays, LED type indicating lamps & control MCBs as per IS: 13947, current & voltage

transformers as per IS: 2705, air insulated

electrolitic grade Aluminum / Copper bus bar for three phase & neutral system, GI

earth bus for entire length, power / control wiring

using 1100 V grade, FRLS insulated copper conductor wires conforming to IS: 694 &

8130, equipment fittings, horizontally running

busbar compartment height of minimum 300 mm, incoming & ougoing cable

connections for 1100 V grade, Aluminium / Copper

conductor XLPE / PVC insulated & PVC sheathed armoured cable. LVDB shall have

required incomming / bus coupler / outgoing

modules of following type & ratings.

1600 A, 3 & 4 Pole, ACB (Draw-out Type) with Thermal Magnetic / Microprocessor 1 Nos. 9,89,946.00

release (O / C, S / C & E / F) having breaking capacity

Icu of 50 kA at 415V with 6NO+6NC potential feee auxiliary contacts, secondary

isolating contacts with all necessary Electro Mechanical

protections & interlocks etc. ACB Module shall have enclosure dimension: 2000 (H) x

800 (W) x 1000 (D) & following technical features: 2 Nos INCOMER & 1 NOS BUS

SCHEDULE B6.A.1: TRANSFORMERS AT GAYPAGLA WTP FOR EXISTING WTP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

Above 400 A, upto & including 630A, 3 & 4 Pole, Air Break Fixed MCCB conforms to

IS / IEC 60947-2 with trip free mechanism, current

limiting type with Thermal Magnetic/ Microprocessor release (O / C, S / C & E / F) with

adjustable settings & having minimum 2NO+2NC

potential free auxiliary contacts with all necessary Electro Mechanical protections &

interlocks etc. MCCB module, when used as

Incommer/ Bus Coupler, shall have enclosure dimensions- 2000 (H) x 650 (W) x

(D) & following technical features: 4 Pole, MCCB with Breaking Capacity of Icu=25 KA

at 415V (Ics =100% of

Icu), Microprocessor release 4 NOS OUTGOING FEEDERS FOR INTAKE, 120HP

MCC PANELS & 40 HP MCC PANELS & WTP PANELS

Above 16A, upto & including 80A, 3 & 4 Pole, Air Break Fixed MCCB conforms to IS/

IEC 60947-2 with trip free mechanism, current

limiting type with Thermal Magnetic/ Microprocessor release (O / C, S / C & E / F) with

adjustable settings & having minimum 2NO+2NC

potential free auxiliary contacts with all necessary Electro-Mechanical protections &

interlocks etc. MCCB module, when used as

Incommer / Bus Coupler, shall have enclosure dimensions- 1800(H) x 500(W) x

(D) & following technical features: 4Pole, MCCB with Breaking Capacity of Icu=25 KA

at 415V (Ics =100% of

Icu), Microprocessor release

Casting of transformer plinth / foundation including oil soak pit (where required) in situ 2 Nos. 35,000.00

reinforced cement concrete in M 20 using granite, quartzite trap metal of size 6 mm to

20 mm for RCC work including providing of

grade cement & Fe 415 grade TMT bars, scaffolding, centering, form work,

curing,including chain link fencing with barbed wire, 2.5 mtr wide & 3 mtr height gate

etc. complete. RCC plinth / foundation for transformer of

capacity:- 500 KVA.

TOTAL OF SCHEDULE B6.A.1

SCHEDULE B6.A.1: TRANSFORMERS AT GAYPAGLA WTP FOR EXISTING WTP

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

SCHEDULE B6.A.2: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORKS ( Mechanical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 MONO SUBMERGED PUMPSET: 2.00 Nos. 14,974.00

Supply, Installation, Testing & Commissioning of Monoset submerged. pump 3 phase

400/440 vott, 50 c/s. A.C. Supply & 2900 RPM , following IS 14220 MOC : Casing: CI-

FG260, Impeller : Bronze & Shaft : SS:410,Also having guide rail and chain.

Rating :4 HP,Capacity:305-120 LPM,Head:15-27.5 mtrs (SM-2.1)(1W+1S)

Note : Minimum Efficency of Pump must be as per HIS Curves

1.1 Rating :5.5 HP,Capacity:450-300 LPM,Head:20-26 mtrs (SM-2.2)(1W+1S) 14.00 Nos. 16,227.00

For:Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and Shethi and

Note : Minimum Efficency of Pump must be as per HIS Curves

1.2 Rating :6.5 HP,Capacity:540-498 LPM,Head:17.5-27.5 mtrs (SM-2.3)(1W+1S) 4.00 Nos. 14,531.00

For:Akhakhol and Valesa

Note : Minimum Efficency of Pump must be as per HIS Curves

1.3 Rating :10 HP,Capacity:590-280 LPM,Head:24-36 mtrs (SM-2.4)(1W+1S) 20.00 Nos. 19,519.00

For:Antroli, Shekhpur,Choryasi, Gaypagla, Virpur, Vastan, Kotwa, Bhatkol, Molvan and

Note : Minimum Efficency of Pump must be as per HIS Curves

1.4 Rating :10 HP,Capacity:690-294 LPM,Head:27.5-37.5 mtrs (SM-2.5)(1W+1S) 2.00 Nos. 19,519.00

Note : Minimum Efficency of Pump must be as per HIS Curves

1.12 Rating :10 HP,Capacity:690-294 LPM,Head:27.5-37.5 mtrs (SM-2.5)(1W+1S) 8.00 Nos. 19,519.00

For: New Roswad and Roswad and Dungri and Varethi

Note : Minimum Efficency of Pump must be as per HIS Curves

1.13 Rating :15 HP,Capacity:1080-540 LPM,Head:27.5-37.5 mtrs (SM-3.4)(1W+1S) 2.00 Nos. 25,625.00

Note : Minimum Efficency of Pump must be as per HIS Curves

1.21 Rating :17.5HP,Capacity:1795-800 LPM,Head:18-38 mtrs (SM-4.5)(1W+1S) 4.00 Nos. 46,783.00

For:Navi pardi and Ghala

Note : Minimum Efficency of Pump must be as per HIS Curves

1.22 Rating :20 HP,Capacity:2000-960 LPM,Head:22-38 mtrs (SM-4.6)(1W+1S) 2.00 Nos. 37,289.00

Note : Minimum Efficency of Pump must be as per HIS Curves

1.23 Rating :25 HP,Capacity:2400-1000 LPM,Head:26-42 mtrs (SM-4.7)(1W+1S) 8.00 Nos. 48,088.00

For:Nani Naroli and Juni Palod and Navi Palod and Pipodara

Note : Minimum Efficency of Pump must be as per HIS Curves

SCHEDULE B6.A.2: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORKS ( Mechanical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.25 Rating :10 HP,Capacity:900-480 LPM,Head:20-30 mtrs (SM-2.5.3)(1W+1S) 4.00 Nos. 19,735.00

For:Dhoran and Karjan

Note : Minimum Efficency of Pump must be as per HIS Curves

2.0 Butter Fly Valve: Supply, installation, testing & commissioning of double flanged cast iron 2.00 Nos. 2,030.00

Butterfly valve on delivery line of pumps as per IS 13095 of PN 1.6.

Size:50 mm NB-Manually operated (on Delivery)

2.1 Size:65 mm NB-Manually operated (on Delivery) 18.00 Nos. 2,170.00

For :Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and Shethi and

Lindiyat and Akhakhol and Valesa

2.2 Size:80 mm NB-Manually operated (on Delivery) 34.00 Nos. 2,891.00

For : Antroli and Shekhpur and Choryasi and Gaypagla and Virpor and Vastan and Kothva

and Bhatkol and Molvan and Kanyasi and Limodra and New Roswad and Roswad and

Dungri and Varethi and Dhoran and Karjan

2.3 Size:100 mm NB-Manually operated (on Delivery) 2.00 Nos. 3,109.00

2.4 Size:125 mm NB-Manually operated (on Delivery) 14.00 Nos. 3,792.00

For: Navi pardi and Ghala and Baudhan and Nani Naroli and Juni Palod and Navi Palod and

3.0 Reflux Valve: 2.00 Nos. 3,432.00

Supply, installation, testing & commissioning of ISI mark CI D/F Reflux Valves as per

IS:5312 (Latest Edition) of following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. Class PN

Size:50 mm NB-Manually operated(on Delivery+ 1 no on header)

3.1 Size:65 mm NB-Manually operated (on Delivery) 18.00 Nos. 3,973.00

For :Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and Shethi and

Lindiyat and Akhakhol and Valesa

3.2 Size:80 mm NB-Manually operated (on Delivery) 34.00 Nos. 4,507.00

For :Antroli and Shekhpur and Choryasi and Gaypagla and Virpor and Vastan and Kothva

and Bhatkol and Molvan and Kanyasi and Limodra and New Roswad and Roswad and

Dungri and Varethi and Dhoran and Karjan

SCHEDULE B6.A.2: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORKS ( Mechanical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

3.3 Size:100 mm NB-Manually operated (on Delivery) 2.00 Nos. 6,002.00

3.4 Size:125 mm NB-Manually operated (on Delivery) 14.00 Nos. 7,506.00

For: Navi pardi and Ghala and Baudhan and Nani Naroli and Juni Palod and Navi Palod and

4.0 AIR VALVE: 35.00 Nos. 11,919.00

SITC of CI Tempor proof Flanged Double kinetic Air Valve with Isolation Sluice Valve as per

IS 14845 PN-1.6 &IS-14846 PN-1.6 respectively with SS304 float, gun metal nozzle,

complete hardware's, bolts, nuts & washers, gaskets etc. including all taxes, Insurance,

Transportation, freight charges, Inspection charges, loading, unloading, conveyance to

departmental stores, stacking, security etc. as per IS and Specification.

Size: 40 mm NB - PN 1.6 (On Heder line outside the Pump house)

For: All 35 nos.village each.1 nos

5.0 M.S. PIPE : 50.00 Meter 475.00

Manufacture, Supply & Delivery of Electric Resistance Welded (Up to 400mm)/Submerged

Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate or coil conforming to IS-

3589-2001 or its latest revision/ ammendment for following thickness outside diameter at

GWSSB store or site anywhere in Gujarat State including all taxes, insurance,transportation,

freight charges, octroi, inspection charges, loading, unloading conveyance to Departmental

stores,stacking etc. all complete. (Rate for MS Pipe based on the ex. works price of HR Coil

as Rs.41680.00 per MT (Above 3.15 mm to 10 mm) & Rs. 42217.00 per MT (Above 10 mm)

as on Febuaury-2019.( WPI Index of H. R Coil of February-19 is 113.90).

Size:Size: 50 mm NB-4.5 mm thick (on Delivery & header side)-As per site requirement.

5.1 Size:65 mm NB-4.5 mm thick (on Delivery & header side)-As per site requirement. 250.00 Meter 618.00

For :Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and Shethi and

Lindiyat and Akhakhol and Valesa

5.2 Size:80 mm NB-4.5 mm thick (on Delivery & header side)-As per site requirement. 500.00 Meter 760.00

For :Antroli and Shekhpur and Choryasi and Gaypagla and Virpor and Vastan and Kothva

and Bhatkol and Molvan and Kanyasi and Limodra and New Roswad and Roswad and

Dungri and Varethi and Dhoran and Karjan

5.3 Size:100 mm NB-4.5 mm thick (on Delivery & header side)-As per site requirement. 25.00 Meter 950.00

SCHEDULE B6.A.2: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORKS ( Mechanical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

5.4 Size:125 mm NB-4.5 mm thick (on Delivery & header side)-As per site requirement. 200.00 Meter 1,188.00

For: Navi pardi and Ghala and Baudhan and Nani Naroli and Juni Palod and Navi Palod and

6.0 Supply, installation, testing and commissioning of MS fabricated specials with both side 7875.00 Kg. 98.00

flanges like Blind flange, Elbow, Eccentric/Cocentric tapers, bends, Y Joints, Flanges,

ductfoot bend, Puddle pipe, Bell mouth, Tee joint, Reducers, Nut-Bolt, Gaskets Etc of

required size & in required quantities as per relevant IS for dilevery & suction line.

For: All 35 nos.village each.150 kg

7.0 PRESSURE GAUGE: 35.00 Nos. 1,029.00

Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge,

±1% accuracy, Direct bottom 1/2" NPT (M) process connection, IP 67, Glycerine filled,

SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS 316 Movement material,

Aluminium dial with black graduation on white background, Micro Zero adjustable pointer,

neoprene gasket, Blow out disc, shatter proof glass, SS tag plate etc as per IS 3624. ( Pump

delivery & header)

Range : 0 -6 kg / sq.cm and 100 mm Dia.

For: All 35 nos.village each.1 nos

TOTAL OF SCHEDULE B6.A.2

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

1.0 SWITCH FUSE UNIT: 10.00 Nos 1,929.00 1,722.32

SITC of Approved make Four Pole LT Heavy Duty Switch Disconnector Fuse Unit Cubical

type for panel mounting complete with operating mechanism suitable to operate on 415V

A.C. With HRC fuses of suitable load confirming to IS. 13947 (Part I & III). of following

(For:- Tharoli and Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and

Shethi and Lindiyat and Akhakhol and Valesa ) per village 1 no.qty.

1.1 SWITCH FUSE UNIT: 21.00 Nos 2,535.00 2,263.39

SITC of Approved make Four Pole LT Heavy Duty Switch Disconnector Fuse Unit Cubical

type for panel mounting complete with operating mechanism suitable to operate on 415V

A.C. With HRC fuses of suitable load confirming to IS. 13947 (Part I & III). of following

(For:-Dhoran and Antroli and Shekhpur and Choryasi and Karjan and Gaypagla and Virpor

and New Roswad and Roswad and Dungri and Vastan and Varethi and Kothva and Bhatkol

and Molvan and Limodra and Kanyasi and Karanj Navi Pardi and Ghala and Baudhan) per

village 1 no.qty.

1.2 SWITCH FUSE UNIT: 4.00 Nos 6,060.00 5,410.71

SITC of Approved make Four Pole LT Heavy Duty Switch Disconnector Fuse Unit Cubical

type for panel mounting complete with operating mechanism suitable to operate on 415V

A.C. With HRC fuses of suitable load confirming to IS. 13947 (Part I & III). of following

125 AMP cat-III

(For:- Nani Naroli and Juni Palod and Navi Palod and Pipodara) per village 1 no.qty.

2.0 Control Panel Board: 2.00 NOS 6,924.00 6,924.00

DOL Starter suitable for local & remote pump control application consisting of MPCB,

overload relay and contactors as per Type II coordination including digital voltmeter,

analogue ammeter, with selector switch, run hour meter, required protective relays & control

(For:Tharoli) per village 2 no.qty.

2.1 Control Panel Board: 18.00 NOS 8,383.00 8,383.00

DOL Starter suitable for local & remote pump control application consisting of MPCB,

overload relay and contactors as per Type II coordination including digital voltmeter,

analogue ammeter, with selector switch, run hour meter, required protective relays & control

DOL: 5.5 HP and 6.5 HP

(For:- Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and Shethi and

Lindiyat and Akhakhol and Valesa ) per village 2 no.qty.

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

2.2 Control Panel Board: 34.00 NOS 9,128.00 9,128.00

Star-Delta Starter suitable for local & remote pump control application consisting of MPCB,

overload relay and contactors as per Type II coordination including digital voltmeter,

analogue ammeter, with selector switch, run hour meter, required protective relays & control

Star-Delta: 10 HP

(For:- Dhoran and Antroli and Shekhpur and Choryasi and Karjan and Gaypagla and Virpor

and New Roswad and Roswad and Dungri and Vastan and Varethi and Kothva and Bhatkol

and Molvan and Limodra and Kanyasi ) per village 2 no.qty.

2.3 Control Panel Board: 2.00 NOS 11,119.00 11,119.00

Star-Delta Starter suitable for local & remote pump control application consisting of MPCB,

overload relay and contactors as per Type II coordination including digital voltmeter,

analogue ammeter, with selector switch, run hour meter, required protective relays & control

Star-Delta: 15 HP

(For:- Karanj ) per villages 2 no. qty

2.4 Control Panel Board: 6.00 NOS 13,771.00 13,771.00

Star-Delta Starter suitable for local & remote pump control application consisting of MPCB,

overload relay and contactors as per Type II coordination including digital voltmeter,

analogue ammeter, with selector switch, run hour meter, required protective relays & control

Star-Delta: 17.5 HP and 20 HP

(For:- Navi Pardi and Ghala and Baudhan ) per villages 2 no. qty

2.5 Control Panel Board: 8.00 NOS 24,276.00 24,276.00

Star-Delta Starter suitable for local & remote pump control application consisting of MPCB,

overload relay and contactors as per Type II coordination including digital voltmeter,

analogue ammeter, with selector switch, run hour meter, required protective relays & control

Auto Transformer Starter : 25 HP

(For:-Nani Naroli and Juni Palod and Navi Palod and Pipodara ) per villages 2 no. qty

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

3.0 Lighting Distribution Board (LDB) as under: 35.00 NOS 6,153.00 5,548.69

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 &

IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used

of same company of MCB to be used) suitable for Three phase incoming and single phase

horizontal type outgoing Per phase isolation type (PPI) single door 6 way Prewired Lighting

Distribution Board Suitable to house :

Incoming: 25A FP, ELMCB (30mA), Cat-III

Outgoing: 20A SP MCB (4 nos.), 16A SP MCB (4 nos.)

(For:- All villages) per village 1 no. qty.

4.0 MEDIUM VOLTAGE CABLES 1620.00 MTR 78.00 78.00

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium

conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2

sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing

cable trench / cable trays / conduit / pipe sleeves at road crossing or floor as per site

requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes:

4 c X 6 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel

Board). (for 4, 5.5 HP and 6.5 HP and 10 HP)

(For:- Tharoli and Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and

Shethi and Lindiyat and Akhakhol and Valesa and Dhoran and Antroli and Shekhpur and

Choryasi and Karjan and Gaypagla and Virpor and New Roswad and Roswad and Dungri

and Vastan and Varethi and Kothva and Bhatkol and Molvan and Limodra and Kanyasi ) per

villages 30 Mtr.

4.1 4 c X 10 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel 180.00 MTR 97.00 97.00

Board). (for 15 HP and 17.5 HP)

(For:- Karanj and Navi Pardi and Ghala) per villages 30 Mtr.

4.2 4 c X 16 Sq.mmAL XLPE Armoured (For Incomer to Busbar to Control Panel Board). 300.00 MTR 108.00 108.00

(for 20 HP and 25 HP)

(For:- Baudhan and Nani Naroli and Juni Palod and Navi Palod and Pipodara) per villages

4.3 3 c X 4 Sq.mm PVC flat submersible copper cable (For 4,5.5 HP and 6.5 HP ) 500.00 MTR 87.00 87.00

(For:- Tharoli and Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and

Shethi and Lindiyat and Akhakhol and Valesa) per villages 25 Mtr.

4.4 3 c X 6 Sq.mm PVC flat submersible copper cable (For 10 HP ) 850.00 MTR 120.00 120.00

(For:- Dhoran and Antroli and Shekhpur and Choryasi and Karjan and Gaypagla and Virpor

and New Roswad and Roswad and Dungri and Vastan and Varethi and Kothva and Bhatkol

and Molvan and Limodra and Kanyasi ) per villages 25 Mtr.

4.5 3 c X 10 Sq.mm PVC flat submersible copper cable (For 15HP and 17.5 HP ) 150.00 MTR 194.00 194.00

(For:- Karanj and Navi Pardi and Ghala) per villages 25 Mtr.

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

4.6 3 c X 16 Sq.mm PVC flat submersible copper cable (For 20HP and 25 HP ) 250.00 MTR 310.00 310.00

(For:- Baudhan and Nani Naroli and Juni Palod and Navi Palod and Pipodara) per villages

4.7 3 c X 4 Sq.mm Cu XLPE Armoured (For LDB) 1050.00 MTR 113.00 113.00

(For:- All villages) per village 15 mtr.

5.0 CABLE END TERMINATION AND CONNECTION : 216.00 NOS 107.00 107.00

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers & rubber ring

conforming to IS, suitable for 3, 3½ & 4 core cables of following type & sizes:

Double Compression Brass Cable Glands

4 c X 6 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel

Board). (for 4, 5.5 HP and 6.5 HP and 10 HP)

(For:- Tharoli and Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and

Shethi and Lindiyat and Akhakhol and Valesa and Dhoran and Antroli and Shekhpur and

Choryasi and Karjan and Gaypagla and Virpor and New Roswad and Roswad and Dungri

and Vastan and Varethi and Kothva and Bhatkol and Molvan and Limodra and Kanyasi) per

villages 8 Nos.

5.1 4 c X 10 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel 24.00 NOS 120.00 120.00

Board). (for 15 HP and 17.5 HP)

(For:- Karanj and Navi Pardi and Ghala) per villages 8 nos.

5.2 4 c X 16 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel 40.00 NOS 154.00 154.00

Board). (for 20 HP and 25 HP)

(For:- Baudhan and Nani Naroli and Juni Palod and Navi Palod and Pipodara) per villages

5.3 3 c X 4 Sq.mm PVC flat submersible copper cable (For 4, 5.5HP and 6.5 HP ) 40.00 NOS 107.00 107.00

(For:- Tharoli and Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and

Shethi and Lindiyat and Akhakhol and Valesa) per villages 4 Nos.

5.4 3 c X 6 Sq.mm PVC flat submersible copper cable (For 10 HP ) 68.00 NOS 107.00 107.00

(For:- Dhoran and Antroli and Shekhpur and Choryasi and Karjan and Gaypagla and Virpor

and New Roswad and Roswad and Dungri and Vastan and Varethi and Kothva and Bhatkol

and Molvan and Limodra and Kanyasi ) per villages 4 Nos.

5.5 3 c X 10 Sq.mm PVC flat submersible copper cable (For 15HP and 17.5 HP) 12.00 NOS 120.00 120.00

(For:- Karanj and Navi Pardi and Ghala ) per villages 6 Nos.

5.6 3 c X 16 Sq.mm PVC flat submersible copper cable (For 20 HP and 25 HP) 20.00 NOS 154.00 154.00

(For:- Baudhan and Nani Naroli and Juni Palod and Navi Palod and Pipodara ) per villages

5.7 3 c X 4 Sq.mm Cu XLPE Armoured (For LDB) 70.00 NOS 107.00 107.00

(For:- All villages) per village 2 nos.

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

6.0 CABLE LUGS 1728.00 NOS 1.00 1.00

Providing & fitting crimping type Cable Terminals (Lugs) conforming to IS of following types

Aluminium Tubular Terminals (in Sq.mm.)

4 c X 6 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel

Board). (for 4, 5.5 HP, 6.5 HP and 10 HP)

(For:- Tharoli and Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and

Shethi and Lindiyat and Akhakhol and Valesa and Dhoran and Antroli and Shekhpur and

Choryasi and Karjan and Gaypagla and Virpor and New Roswad and Roswad and Dungri

and Vastan and Varethi and Kothva and Bhatkol and Molvan and Limodra and Kanyasi )

per villages 32 Nos.

6.1 4 c X 10 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel 192.00 NOS 2.00 2.00

Board). (for 15 HP and 17.5 HP)

(For:- Karanj and Navi Pardi and Ghala) per villages 32 nos.

6.2 4 c X 16 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel 320.00 NOS 2.00 2.00

Board). (for 20HP and 25 HP)

(For:- Baudhan and Nani Naroli and Juni Palod and Navi Palod and Pipodara) per villages

6.3 3 c X 4 Sq.mm PVC flat submersible copper cable (For 4,5.5 HP and 6.5 HP) 240.00 NOS 8.00 8.00

(For:- Tharoli and Ghaludi and Surali and Zankharda and Chhamuchhal and Panetha and

Shethi and Lindiyat and Akhakhol and Valesa) per villages 12 Nos.

6.4 3 c X 6 Sq.mm PVC flat submersible copper cable (For 10 HP ) 408.00 NOS 8.00 8.00

(For:- Dhoran and Antroli and Shekhpur and Choryasi and Karjan and Gaypagla and Virpor

and New Roswad and Roswad and Dungri and Vastan and Varethi and Kothva and Bhatkol

and Molvan and Limodra and Kanyasi ) per villages 12 Nos.

6.5 3 c X 10 Sq.mm PVC flat submersible copper cable (For 15 HP and 17.5 HP ) 72.00 NOS 10.00 10.00

(For:- Karanj and Navi Pardi and Ghala ) per villages 12 Nos.

6.6 3 c X 16 Sq.mm PVC flat submersible copper cable (For 20 HP and 25 HP ) 120.00 NOS 15.00 15.00

(For:- Baudhan and Nani Naroli and Juni Palod and Navi Palod and Pipodara ) per villages

6.7 3 c X 4 Sq.mm Cu XLPE Armoured (For LDB) 420.00 NOS 8.00 8.00

(For:- All villages) per village 6 nos.

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

Supplying & erecting funnel type earthing having 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 6 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

With 45 x 45 x 0.35 cms. C.I. earth plate

(For:- All villages) per village 1 no.

7.1 G.I. Earth Strip 2065.00 KG 77.00 69.44

Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T.

OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. (for panel)

(25X6 G.I Strip, 1.17 Kg/m, 1.17x50Mt.=59Kg.)

8.0 INTERNAL WIRING:- 700.00 MTR 80.00 71.43

Mains with 1.1kV grade FRLS PVC insulated ISI marked stranded copper conductor wire in

following type of pipe to be erected concealed in /flushed on wall/ ceiling with 1.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of

following size.

with medium class Rigid PVC pipe and accessories

Main wiring with 3 wire 1.5 Sq.mm

(For:- All Villages). villages 20 Mtr.

8.1 Supply,Installation,Testing and Commissioning of Main wiring with 3 wire 2.5 sq. mm as 700.00 MTR 100.00 90.18

per tender specification / IS

(For:- All Villages). per villages 20 Mtr.

8.2 Point wiring for Light/ Bell with 2-1.5 sq. mm & earthwire of 1.5 sq.mm (Green) both are of 210.00 NOS 420.00 378.75

ISI marked 1.1kV 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.

with medium class Rigid PVC pipe and accessories-cat.III

(For:- All Villages). per villages 6 Nos.

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

8.3 Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI marked 70.00 NOS 445.00 401.29

1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of to be

erected concealed in/ on surface of wall/ ceiling complete with Modular type switch & 5 pin

Plug erected on PVC/ Metallic box covered with appropriate front plate modules erected on/

in wall/ ceiling as per pipe erected with following type of accessories.For 6A Plug with 2-1.5

with medium class Rigid PVC pipe and accessories.(2 nos. for pump floor and 2 nos. panel

(For:- All Villages). per villages 2 Nos.

8.4 Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI marked 70.00 NOS 670.00 604.20

1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of to be

erected concealed in/ on surface of wall/ ceiling complete with Modular type switch & 5 pin

Plug erected on PVC/ Metallic box covered with appropriate front plate modules erected on/

in wall/ ceiling as per pipe erected with following type of accessories.For 16A Plug with 2-2.5

with medium class Rigid PVC pipe and accessories.

(For:- All Villages). per villages 2 Nos.

9.0 LED LIGHT FIXTURES: 140.00 NOS 594.00 535.66

SITC of Indoor wall mounting LED indoor fitting with LED s of wattage 0.2 watt to 0.5 watt

assembled on single MCPCB with housing used as a heat sink shall be made of thick sheet

steel confirming to IS :513/CRCA polyester powder coated and high U.V. & corrosion

resistance with diffuser and/or Poly carbonate optics with company mark/name

120 to 300V, Power Factor more than 0.9, THD <10%,

CCT 4000K to 6500K, Uniformity ration >0.7,

Luminare efficancy > 85 Lumens/watt,

LED driver efficiency >85%

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

Tube Light with integral/ nonintegral driver

20-22 Watts, Surge - 4KV,IP-20, 4 feet Cat III

(For:- All Villages). per villages 4 Nos.

SCHEDULE B6.A.3: 33 NOS. VILLAGES OF GAYPAGLA HEAD WORK ( Electrical Works)

Unit Rate, Unit Rate (Without

Sr. No. Description Qty. Unit Amount, Rs.

Rs. 12% GST), Rs.

9.1 EXTERNAL LIGHTING: 70.00 NOS 9,800.00 8,837.50

Supplying and erecting LED street light / Flood light fittings with High power White LEDs

wattage of 1Watt and above assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing with smooth finish powder

coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses

with company mark/name engraved or embossed 120 to 300 V,Power Factor more than

Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency >

%.CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED

used for luminaire. ( fittings required LM-79 & LM-80 certificates)(NOTE: Below description

have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select

any wattage capacity between the ranges shown.)

Flood Light (IP-65), Surge -4KV,Light must have 440VAC line supply protection. It should

withstand 48 hours for 440VAC line supply.

Above 60 watts to 90 watts. Cat. iii

(For:- All Villages). per villages 2 Nos.

Supplying and erecting B class galvanised iron pipe 32 mm outside dia 45 cm long duly

welded on 20 cm x 20 cm x 3 mm thick M.S. base plate, erected on wall or corner for

mounting street light luminaire with necessary hardware materials duly painted.

(For:- All Villages). per villages 2 Nos.

10.0 SAFETY ACCESSORIES: 35.00 NOS 990.00 892.77

Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS 13849 or

1 Kg capacity with necessary clamp for erection on wall(for 1no. LT Room)

(For:- All Villages). per villages 1 No.

10.1 Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, 35.00 NOS 350.00 315.63

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)

(For Pump house / LT Room)

(For:- All Villages). per villages 1 No.

10.2 Supplying rubber matting of 6 mm thickness as per IS 5424 and of required length and 70.00 Sq.Mtr 990.00 892.77

breadth with good insulation property. (for LT Panel)

(For:- All Villages). per villages 2 sq.mtr

TOTAL OF SCHEDULE B6.A.3

SCHEDULE B6.A.4: TADKESHWAR CWS TO NANI NAROLI CWS

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 HORIZONTAL SPLIT CASING CENTRIFUGAL PUMP WITH INDUCTION MOTOR: 2.00 NOS 3,16,122.00

Supply, Installation,Testing & Commissioning of Horizontal Split casing centrifugal

pump motor set of specified duty parameters & guaranteed efficiency of following MOC

with specified capacity, horizontal foot mounted TEFC squirrel cage induction motor,

working on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%,rated speed

RPM along with fabricated MS base frame, coupling, coupling guard, foundation bolts

etc. as per relevant IS.M.O.C.: Impeller & Wearing Rings: CF8M, Casing: Cast Steel

WCB , Shaft: SS 410, Shaft Sleeve: SS 410, Mechanical Seal (above 30 kW), Base

Frame: MS.As per detail specification.

Minimum Motor rating 37 KW, Capacity:126 m3/hr,Head:60 mtrs (1W+1S)

Note : Minimum Efficency of Pump must be as per HIS Curves

2.0 VACUUM PUMP SET: 2.00 NOS 66,840.00

Providing, Supplying, Erecting approved make coupled vaccum pump set with

horizontal foot mounted TEFC squirrel cage motor having under mentioned capacity

working on 3ph, 50hz, 415V±10%, with base plate, DOL starter,cable,GI medium duty

suction pipes-10 mtr. long, specials, valve, PVC tank of 250 ltr,capacity etc.

complete.Material of Constructions: Impeller- SSCF8M, Shaft- SS410, Casing-

Rating: 7.5 HP (1W+1S)

11.0 DRAIN PUMP: 2.00 NOS 15,840.00

Supply of Horizontal Mono-Submersible Pump set (Drain pump) as per IS: 14220 /

1994 & its latest amendments of following duty parameters with suitable submersible

motor as per IS: 9283 / 1994 & its latest amendments working on 3 ø, 415 V ± 10%,

± 3% Hz power supply, rated speed 2900 RPM of following duty capacity. Material of

Constructions: Impeller- High tensile brass / LTB II; Casing- CI FG 260; Pump & Motor

shaft- SS 304; Bearing Bush- LTB III

Capacity: 20 m3/hr and Head: 10 Mtr

SCHEDULE B6.A.4: TADKESHWAR CWS TO NANI NAROLI CWS

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

3.0 C.I. D/F VALVES: SLUICE VALVE: 2.00 NOS 11,037.00

Supply, installation, painting, testing and commissioning of double flanged, short body,

C.I. Sluice valve confirming to IS 14846 PN 1.6 with Geared operated bronze seat

rings and SS 316 spindle with all carbon steel hardware’s, gaskets with required

accessories to be installed on suction & delivery side of each pump and bypass pipe.

The valves of size 300 mm and above shall be provided with gear arrangement with all

other necessary hot dipped galvanized hardware’s, etc. along with spare parts as per

data sheet and specifications. Sluice valves shall be electrically operated with limit

switches, valve position indicator, forward/reverse integral and local & panel mounted

starter, open/close indicating lamps push button, cable up to starter, hand wheel for

emergency operation and all other necessary hot dipped galvanized hardware’s along

with spear parts as per data sheet and specification.

Size:200 mm NB-Manually operated (on suction side)

Supply, installation, painting, testing & commissioning of non-slam, spring action,

flanged Dual plate check valve confirming to API 594 & 598 PN 1.6 with C.I. body,

spring steel spring, S.S. seating with all carbon steel hardware’s and other accessories

as per data sheet and specification.

Size:150 mm NB-Manually operated (on delivery side)

5.0 EXPANSION BELLOWS: 2.00 NOS 4,896.00

Supply, installation, testing and commissioning of flanged metallic S.S. expansion

bellows confirming to EJMA standard with PN 1.6 rating & all necessary carbon steel

hardware’s as per data sheet.

Size: 150 mm NB- on delivery side

6.0 BUTTERFLY VALVE: 2.00 NO 4,853.00

Supply, installation, testing & commissioning of double flanged cast iron Butterfly valve

on delivery line of pumps as per IS 13095 of Size 150 mm of PN 1.6.

Size:150 mm NB-Manually operated (on delivery)

6.1 Size:200 mm NB-Manually operated (on header) 1.00 NOS 6,858.00

SCHEDULE B6.A.4: TADKESHWAR CWS TO NANI NAROLI CWS

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

7.0 AIR VALVE: 1.00 NO 11,919.00

SITC of CI Tempor proof Flanged double acting kinetic Air Valve with Isolation Sluice

Valve as per IS 14845 PN-1.6 &IS-14846 PN-1.6 respectively with SS304 float, gun

metal nozzle, complete hardware's, bolts, nuts & washers, gaskets etc. including all

taxes, Insurance, Transportation, freight charges, Inspection charges, loading,

unloading, conveyance to departmental stores, stacking, security etc. as per IS and

Size: 40 mm NB - PN 1.6 (On Header line outside the Pump house)

8.0 M.S. PIPE & SPECIAL: 15.00 MTR 1,900.00

Manufacture, Supply & Delivery of Electric Resistance Welded (Up to

400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate

or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following

thickness outside diameter at GWSSB store or site anywhere in Gujarat State

including all taxes, insurance,transportation, freight charges, octroi, inspection

charges, loading, unloading conveyance to Departmental stores, stacking etc. all

Size:200 mm NB-4.5 mm thick (on suction side)-As per site requirement

8.1 Size:150 mm NB-4.5 mm thick (on Delivery side)-As per site requirement 10.00 MTR 1,465.00

8.2 Size:200 mm NB-4.5 mm thick (on Header side)-As per site requirement 18.00 MTR 1,900.00

9.0 Supply, installation, testing and commissioning of MS fabricated specials with both 700.00 KG 98.00

side flanges like Blind flange, Elbow, Eccentric/Cocentric tapers, bends, Y Joints,

Flanges, ductfoot bend, Puddle pipe, Bell mouth, Tee joint, Reducers, Nut-Bolt,

Gaskets Etc of required size & in required quantities as per relevant IS for dilevery &

SCHEDULE B6.A.4: TADKESHWAR CWS TO NANI NAROLI CWS

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

10.0 PRESSURE GAUGE: 3.00 NOS 1,412.00

Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure

Gauge, ±1% accuracy, Direct bottom 1/2" NPT (M) process connection, IP

Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS316

Movement material, Aluminium dial with black graduation on white background, Micro

Zero adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag

plate etc as per IS 3624. (HSCF Pump delivery & header).

Range : 0 - 20 kg / sq.cm.and 150 mm dia

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:

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

Flow Transmitter/ Converter ( Remote Field Mounted):

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

20 mA with HART/Modbus output with RTU panel to transmit data regularly to

Department control room, 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, 30 meters cable length for

sensor to transmitter communication etc. alongwith wall mounted/ stand mounted

Meter Size:200 mm (At header)

TOTAL OF SCHEDULE B6.A.4

SCHEDULE B6.A.5: TADKESHWAR CWS TO SETHI ESR ( Mechanical+ Electrical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 HORIZONTAL SPLIT CASING CENTRIFUGAL PUMP WITH INDUCTION MOTOR: 2.00 NOS 2,79,790.00

Supply, Installation,Testing & Commissioning of Horizontal Split casing centrifugal

pump motor set of specified duty parameters & guaranteed efficiency of following MOC

with specified capacity, horizontal foot mounted TEFC squirrel cage induction motor,

working on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%,rated speed

RPM along with fabricated MS base frame, coupling, coupling guard, foundation bolts

etc. as per relevant IS.M.O.C.: Impeller & Wearing Rings: CF8M, Casing: Cast Steel

WCB , Shaft: SS 410, Shaft Sleeve: SS 410, Mechanical Seal (above 30 kW), Base

Frame: MS.As per detail specification.

Minimum Motor rating: 30 KW, Capacity: 200 m3/hr, Head:35 mtrs (1W+1S)

Note : Minimum Efficency of Pump must be as per HIS Curves

2.0 VACUUM PUMP SET: 2.00 NOS 66,840.00

Providing, Supplying, Erecting approved make coupled vaccum pump set with

horizontal foot mounted TEFC squirrel cage motor having under mentioned capacity

working on 3ph, 50hz, 415V±10%, with base plate, DOL starter,cable,GI medium duty

suction pipes-10 mtr. long, specials, valve, PVC tank of 250 ltr,capacity etc.

complete.Material of Constructions: Impeller- SSCF8M, Shaft- SS410, Casing-

Rating: 7.5 HP (1W+1S)

3.0 C.I. D/F VALVES: SLUICE VALVE: 2.00 NOS 22,580.00

Supply, installation, painting, testing and commissioning of double flanged, short body,

C.I. Sluice valve confirming to IS 14846 PN 1.6 with Geared operated bronze seat

rings and SS 316 spindle with all carbon steel hardware’s, gaskets with required

accessories to be installed on suction & delivery side of each pump and bypass pipe.

The valves of size 300 mm and above shall be provided with gear arrangement with all

other necessary hot dipped galvanized hardware’s, etc. along with spare parts as per

data sheet and specifications. Sluice valves shall be electrically operated with limit

switches, valve position indicator, forward/reverse integral and local & panel mounted

starter, open/close indicating lamps push button, cable up to starter, hand wheel for

emergency operation and all other necessary hot dipped galvanized hardware’s along

with spear parts as per data sheet and specification.

Size:250 mm NB-Manually operated (on suction side)

SCHEDULE B6.A.5: TADKESHWAR CWS TO SETHI ESR ( Mechanical+ Electrical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

Supply, installation, painting, testing & commissioning of non-slam, spring action,

flanged Dual plate check valve confirming to API 594 & 598 PN 1.6 with C.I. body,

spring steel spring, S.S. seating with all carbon steel hardware’s and other accessories

as per data sheet and specification.

Size:200 mm NB-Manually operated (on delivery side)

4.1 Size:250 mm NB-Manually operated (on header side) 1.00 NOS 28,776.00

5.0 EXPANSION BELLOWS: 2.00 NOS 6,576.00

Supply, installation, testing and commissioning of flanged metallic S.S. expansion

bellows confirming to EJMA standard with PN 1.6 rating & all necessary carbon steel

hardware’s as per data sheet.

Size: 200 mm NB- on delivery side

6.0 BUTTERFLY VALVE: 1.00 NO 18,650.00

Supply, installation, testing & commissioning of double flanged cast iron Butterfly valve

on delivery line of pumps as per IS 13095 of Size 200 mm of PN 1.6.

Size: 300 mm NB-Manually operated (on header)

6.1 Size: 200 mm NB-Manually operated (on delivery) 2.00 NOS 6,858.00

7.0 AIR VALVE: 1.00 NO 12,766.00

SITC of CI Tempor proof Flanged double acting kinetic Air Valve with Isolation Sluice

Valve as per IS 14845 PN-1.6 &IS-14846 PN-1.6 respectively with SS304 float, gun

metal nozzle, complete hardware's, bolts, nuts & washers, gaskets etc. including all

taxes, Insurance, Transportation, freight charges, Inspection charges, loading,

unloading, conveyance to departmental stores, stacking, security etc. as per IS and

Size: 50 mm NB - PN 1.6 (on Header line outside the Pump house)

Manufacture, Supply & Delivery of Electric Resistance Welded (Up to

400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate

or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following

thickness outside diameter at GWSSB store or site anywhere in Gujarat State

including all taxes, insurance,transportation, freight charges, octroi, inspection

charges, loading, unloading conveyance to Departmental stores,stacking etc. all

Size: 250 mm NB-5 mm thick (on Suction side)-As per site requirement

SCHEDULE B6.A.5: TADKESHWAR CWS TO SETHI ESR ( Mechanical+ Electrical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

8.1 Size: 200 mm NB-6.3 mm thick (on Delivery side)-As per site requirement 10.00 MTR 2,553.00

8.2 Size: 300 mm NB-5.6 mm thick (on Header side)-As per site requirement 18.00 MTR 3,403.00

9.0 Supply, installation, testing and commissioning of MS fabricated specials with both 1500.00 KG 98.00

side flanges like Blind flange, Elbow, Eccentric/Cocentric tapers, bends, Y Joints,

Flanges, ductfoot bend, Puddle pipe, Bell mouth, Tee joint, Reducers, Nut-Bolt,

Gaskets Etc of required size & in required quantities as per relevant IS for dilevery &

Providing & erecting Single girder type fully electrically operated E.O.T. crane with

electrically operated hoist, class II duty, geared travelling trolley with seven meter lift

complete with long travel rail track (40 mm sq. bar), moving or cross girder, all three

motions electrically operated by suitable rating motor IP 54, control panel & down

pendant control block, brake, safety device, cables form motor to starter panel & other

required accessories & tested as per IS Specifications.

Capacity:3 Ton,span,long traveling and lift as per site requirement

11.0 DRAIN PUMP: 2.00 NOS 15,840.00

Supply of Horizontal Mono-Submersible Pump set (Drain pump) as per IS: 14220 /

1994 & its latest amendments of following duty parameters with suitable submersible

motor as per IS: 9283 / 1994 & its latest amendments working on 3 ø, 415 V ± 10%,

± 3% Hz power supply, rated speed 2900 RPM of following duty capacity. Material of

Constructions: Impeller- High tensile brass / LTB II; Casing- CI FG 260; Pump & Motor

shaft- SS 304; Bearing Bush- LTB III

Capacity: 20 m3/hr and Head: 10 Mtr

12.0 PRESSURE GAUGE: 3.00 NOS 1,412.00

Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure

Gauge, ±1% accuracy, Direct bottom 1/2" NPT (M) process connection, IP

Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS316

Movement material, Aluminium dial with black graduation on white background, Micro

Zero adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag

plate etc as per IS 3624. (HSCF Pump delivery & header).

Range : 0 - 10 kg/sq.cm.and 150 mm dia

SCHEDULE B6.A.5: TADKESHWAR CWS TO SETHI ESR ( Mechanical+ Electrical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

13.0 FLOW METER:(PN-16) 1.00 NO 1,47,864.20

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:

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.

Flow Transmitter/ Converter ( Remote Field Mounted):

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

20 mA with HART/Modbus output with RTU panel to transmit data regularly to

Department control room, 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, 30 meters cable length for

sensor to transmitter communication etc. alongwith wall mounted/ stand mounted

Meter Size : 300 mm (At header)

TOTAL OF SCHEDULE B6.A.5

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI ESR ( Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 SWITCH FUSE UNIT: 1.00 Nos 13,001.00 11,608.04

SITC of Approved make Four Pole LT Heavy Duty Switch Disconnector Fuse Unit

Cubical type for panel mounting complete with operating mechanism suitable to

operate on 415V A.C. With HRC fuses of suitable load confirming to IS. 13947 (Part I

& III). of following capacities

400 AMP cat-III

2.0 MEDIUM VOLTAGE PANEL BOARD 1.00 Set 5,75,173.00 5,75,173.00

Supply, installation, testing and commissioning LV Distribution Board (LVDB) totally

enclosed, dust & vermin proof, indoor type, fabricated from CRCA sheet steel with

minimum thickness of 3 mm for base frame/ channel/ gland plates, 2.0 mm for load

bearing members/ doors & 1.6 mm for internal partitions, minimum degree of

protection - IP 52 as per IS: 2147, suitable for operation on 3-Phase, 4 Wire, 415V,

50Hz, Neutral effectively grounded, with instrumentation compartments

accommodating meters, aux / protective relays, LED type indicating lamps & control

MCBs as per IS:13947, current & voltage transformers as per IS: 2705, air insulated

electrolytic grade Aluminium/ Copper busbar for three phase & neutral system, GI

earth bus for entire length, power/ control wiring using 1100V grade, FRLS insulated

copper conductor wires conforming to IS: 694 & 8130, equipment fittings, horizontally

running busbar compartment height of minimum 300 mm, incoming & outgoing cable

connections for 1100V grade, Aluminium/ Copper conductor XLPE/ PVC insulated &

PVC sheathed armoured cable. LVDB shall have required incoming/ bus coupler/

outgoing modules of following type & ratings.

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI ESR ( Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

Above 250 Amp and including 400 Amp, four pole Air brake MCCB to IS/IEC 60947-2

with Trip free mechanism current limiting type with Microprocessor based (O/C, S/C/

E/F) with adjustable setting and having minimum 2NO+2NC potential free auxiliary

contact with all necessary electrical-mechanical protection and interlock. MCCB

module when used as incomer/BC shall have encloser dimension as per requirement

and following features.

400AMP. 4 Pole MCCB, 415 V, ICS=100,MP based

Add for No Load Compensation KVAR banks (APP type) with detuned filters, MCCB,

Power Contractor , Auto/ manual control with switching on delay timer, housed in

lower most compartment of incomer/ bus coupler module(s). KVAR bank, selected

based on kva rating of associated transformer 12.5KVAR for 400A incomer.

R,Y & B phase indicating lamp, On/off / Trip indicating lamp, 3 Ph, 4 wire Multifunction

meter, class 1.0 or better, flush mounting 96x96 mm with RS 485 communication

port.& local / Remote selector switch. Resin Cast insulated Current transformer double

core with CTR 400/1A, class 1.0, capacitor bank.

Outgoing feeders:

S.I.T.C of LV MCC Panel totally enclosed, dust & bermin proof, indoor type, minimum

degree of protection - IP 52 as per IS: 2147, operation on 3- Phase, 4 Wire, 415V,

50Hz, Neutral effectively grounded, with instrumentation compartments accomodating

LED type indicating lamps, control

contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, relays, meters &

control MCBs, air insulated electrolitic grade Aluminum busbar for three phase &

neutral system with incomming breaker- microprocessor based Air Circuit Breakers

(electrically operated drawout type)/ air break fixed type MCCB with trip free

mechanism, current limiting type as per IS: 8828, Motor Contractor (as per type -2

coordination), Overload Relay with built-in single phasing prevention feature &

auxiliary feeders as per SLD drawings, momentary contact type push buttons,

equipment fittings, bus bars, cable boxes, cable gland, incoming & ougoing cable

connection for 1100V grade, Aluminium/ Copper conductor XLPE/ PVC insulated &

PVC sheathed armoured cable, 10% spare terminals, power wiring using 1100V

grade, FRLS insulated copper conductor wires conforming to IS: 694 & 8130, cable

compartments/ alleys of minimum 300 mm size, GI earth bus bar for entire length.

MCC shall be fabricated from cold rolled, coled annealed (CRCA) sheet steel &

minimum thickness of various members shall be as follows: Base Frame/ Channel/

Gland Plate - 3 mm, Load Bearing Members/ Doors - 2 mm and Internal Partitions -

1.6 mm. complete in all respects as per SLD, Specification, IS.

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI ESR ( Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

2 nos. 100A MCCB, TP, 30KW (1W+1S) Auto Transformer Starter with MCCB,

Contactor, O/L relay, cast resin type CT, Digital MFM, Analog Ammeter, SPP, Timer

etc.with capacitor bank. (Tadkeshwar CWS to Nani Naroli CWS)

2 nos. 125 A MCCB TP, 37 KW (1W+1S) Auto Transformer Starter with MCCB,

Contactor, O/L relay, cast resin type CT, Digital MFM, Analog Ammeter, SPP, Timer

etc.with capacitor bank. (Tadkeshwar CWS to Sethi ESR)

1 nos. 125 A MCCB TP outgoing Feeder for 30 KW Tadkeshwar WTP load

2 nos 32A MCB for Dewatering & Vaccum pump

2 nos 32A MCB for Lighting & spare

1 nos 40A MCB for EOT crane

1 nos 20A MCB for Instruments.

4.0 MEDIUM VOLTAGE CABLES 250.00 MTR 783.00 783.00

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded

Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC

type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary

clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing

or floor as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1)

of following sizes:

3.5 c X 240 Sq.mmAL XLPE Armoured (For Incomer to SFU to PMCC Panel)

4.2 3 C x 35 Sq.mm AL XLPE Armoured (For 30KW motor.) 100.00 MTR 144.00 144.00

4.3 3 C x 50 Sq.mm AL XLPE Armoured (For 37KW motor.) 100.00 MTR 180.00 180.00

4.4 4 C x 6 Sq.mm CU XLPE Armoured (For LDB, EOT, etc.) 200.00 MTR 195.00 195.00

4.5 3 C x 2.5 Sq.mm CU XLPE Armoured (For TPN MCB at PMCC room & Pump house 200.00 MTR 86.00 86.00

maintenance floor, dewatering pump, flow meter etc.)

5.0 CABLE END TERMINATION AND CONNECTION : 10.00 NOS 720.00 720.00

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers & rubber

ring conforming to IS, suitable for 3, 3½ & 4 core cables of following type & sizes:

Double Compression Brass Cable Glands

3.5 c X 240 Sq.mmAL XLPE Armoured (For Incomer to SFU to PMCC Panel)

5.2 3 C x 35 Sq.mm AL XLPE Armoured (For 30KW motor.) 6.00 NOS 203.00 203.00

5.3 3 C x 50 Sq.mm AL XLPE Armoured (For 37KW motor.) 6.00 NOS 240.00 240.00

5.4 4 C x 6 Sq.mm CU XLPE Armoured (For LDB, EOT, etc.) 10.00 NOS 107.00 107.00

5.5 3 C x 2.5 Sq.mm CU XLPE Armoured (For TPN MCB at PMCC room & Pump house 10.00 NOS 73.00 73.00

maintenance floor, dewatering pump, flow meter etc.)

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI ESR ( Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

6.0 CABLE LUGS 24.00 NOS 35.00 35.00

Providing & fitting crimping type Cable Terminals (Lugs) conforming to IS of following

types and sizes

Aluminium Tubular Terminals (in Sq.mm.)

3.5 c X 240 Sq.mmAL XLPE Armoured (For Incomer to SFU to PMCC Panel)

6.2 3 C x 35 Sq.mm AL XLPE Armoured (For 30KW motor.) 18.00 NOS 4.00 4.00

6.3 3 C x 50 Sq.mm AL XLPE Armoured (For 37KW motor.) 18.00 NOS 5.00 5.00

6.4 4 C x 6 Sq.mm CU XLPE Armoured (For LDB, EOT, etc.) 24.00 NOS 7.00 7.00

6.5 3 C x 2.5 Sq.mm CU XLPE Armoured (For TPN MCB at PMCC room & Pump house 30.00 NOS 5.00 5.00

maintenance floor, dewatering pump, flow meter etc.)

Supplying & erecting funnel type earthing having 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 6 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

With 45 x 45 x 0.35 cms. C.I. earth plate

7.1 G.I. Earth Strip 700.00 KG 77.00 69.44

Providing and erecting required size HOT deep Galvanised iron strip for earthing of

H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. (for

(25X6 G.I Strip, 1.17 Kg/m, 1.17x50Mt.=59Kg.)

8.0 INTERNAL WIRING:- 200.00 MTR 80.00 72.14

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be erected concealed in

/flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of following size

with medium class Rigid PVC pipe and accessories

Main wiring with 3 wire 1.5 Sq.mm

8.1 Supply,Installation,Testing and Commissioning of Main wiring with 3 wire 2.5 sq. mm 200.00 MTR 100.00 90.18

as per tender specification / IS

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI ESR ( Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

8.2 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both 25.00 NOS 420.00 378.75

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to

10 mtr length , in below type of pipe erected with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC / Metallic/Wooden

box, single mounting base frame covered with textured/metallic/white 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 erected flushed on wall/ceiling

complete. cat-III

8.3 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI 15.00 NOS 445.00 401.29

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr

length, in below type of pipe erected complete with Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden box covered with appropriate front plate modules

erected on / in wall / ceiling as per pipe erected with following type of accessories.

For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb

db board with medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete

8.4 Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI 10.00 NOS 670.00 604.20

marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type

of to be erected concealed in/ on surface of wall/ ceiling complete with Modular type

switch & 5 pin Plug erected on PVC/ Metallic box covered with appropriate front plate

modules erected on/ in wall/ ceiling as per pipe erected with following type of

For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board. with

medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI ESR ( Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

9.0 LED LIGHT FIXTURES: 70.00 NOS 594.00 535.66

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt

assembled on single MCPCB, with housing used as a heat sink shall be made of

thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast powder coated and

high U.V. & corrosion resistance with diffuser with company mark/name

120 to 300 V,Power Factor more than 0.9, THD < 10 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt ,LED efficiency-110 lumens/watt

LED driver efficiency > 85 %

CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux make LED used for

luminaire. ( fitting required LM-79 & LM-80 Certificates)

Tube Light with integral/ nonintegral driver

22-24 Watts, Surge - 2KV,IP-20, 4 feet, Cat-III

9.1 Providing and erecting Approved make Ceiling fan with double ball bearing ISI mark 25.00 Set 1,700.00 1,533.04

with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy erected on

existing hook or clamp with earthing. [Make shall be approved by Engineer in charge]

9.2 EXTERNAL LIGHTING: 5.00 NOS 9,800.00 8,837.50

Supplying and erecting LED street light / Flood light fittings with High power White

LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than

130 lm/w and corrosion free High pressure die cast aluminum housing with smooth

finish powder coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company mark/name engraved or embossed 120 to

300 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,

Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency >

85 %.CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.)

make LED used for luminaire. ( fittings required LM-79 & LM-80 certificates)

Flood Light (IP-65), Surge -4KV,Light must have 440VAC line supply protection. It

should withstand 48 hours for 440VAC line supply.

above 60 to 90 Watts, Cat-III

Supplying and erecting B class galvanised iron pipe 32 mm outside dia 45 cm long

duly welded on 20 cm x 20 cm x 3 mm thick M.S. base plate, erected on wall or corner

for mounting street light luminaire with necessary hardware materials duly painted.

10.0 SAFETY ACCESSORIES: 15.00 NOS 990.00 892.77

Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS

13849 or 1 Kg capacity with necessary clamp for erection on wall. (for 2no. LT Room)

SCHEDULE B6.A.6: TADKESHWAR CWS TO NANI NAROLI CWS AND SETHI ESR ( Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

10.1 Supplying stand first AID box with antiseptic cream, medicine for use on wounds due 5.00 NOS 350.00 315.63

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)

(For Pump house / LT Room)

10.2 Providing and fixing printed instruction chart both in English and Gujarati and duly 10.00 NOS 150.00 135.27

framed with front glasses, for treatment of person suffering from Electric shock with

minimum 50" diagonally size.

10.3 Supplying 4 mm rubber matting of following thickness as per IS:15652/IEC 61111, 10.00 Sq.Mtr 1,200.00 1,082.14

3.0 Lighting Distribution Board (LDB) as under: 2.00 NOS 6,153.00 5,493.75

Providing and erecting Sheet Steel powder coated MCB distribution board - flush /

surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS

8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The

DBs should be used of same company of MCB to be used) suitable for Three phase

incoming and single phase horizontal type outgoing Per phase isolation type (PPI)

single door 6 way Prewired Lighting Distribution Board Suitable to house :

Incoming: 25A FP, ELMCB (30mA), Cat-III

Outgoing: 20A SP MCB (4 nos.), 16A SP MCB (4 nos.)

TOTAL OF SCHEDULE B6.A.6

SCHEDULE B6.A.7: NANI NAROLI CWS TO DUNGRI ESR ( Mechanical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 Monoset sub. pump 3 phase 400/440 vott, 50 c/s. A.C. Supply & 2900 RPM , as per IS

14220 (Category: SM3.7)

MOC : Casing: CI-FG260, Impeller : Bronze & Shaft : SS:410,Also having guide rail

and chain. 4.00 NOS 50,797.00

Minimum Motor rating 25 HP, Capacity: 1300 LPM, Head:50 mtrs (2W+2S)

Note : Minimum Efficency of Pump must be as per HIS Curves

4.0 Reflux Valve:

Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312 (Latest Edition)

of following class and diameter including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental 4.00 NOS 8,933.00

stores, stacking etc. complete.

Size:150 mm NB-Manually operated (on delivery side)

6.0 BUTTERFLY VALVE:

Supply, installation, testing & commissioning of double flanged cast iron Butterfly valve

on delivery line of pumps as per IS 13095 of Size 150 mm of PN 1.6. 4.00 NOS 4,853.00

Size:150 mm NB-Manually operated (on delivery)

6.1 Size:200 mm NB-Manually operated (on header) 1.00 NOS 6,858.00

SITC of CI Tempor proof Flanged double acting kinetic Air Valve with Isolation Sluice

Valve as per IS 14845 PN-1.6 &IS-14846 PN-1.6 respectively with SS304 float, gun

metal nozzle, complete hardware's, bolts, nuts & washers, gaskets etc. including all

taxes, Insurance, Transportation, freight charges, Inspection charges, loading, 1.00 NO 11,919.00

unloading, conveyance to departmental stores, stacking, security etc. as per IS and

Size: 40 mm NB - PN 1.6 (On Header line outside the Pump house)

SCHEDULE B6.A.7: NANI NAROLI CWS TO DUNGRI ESR ( Mechanical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

8.0 M.S. PIPE & SPECIAL:

Manufacture, Supply & Delivery of Electric Resistance Welded (Up to

400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate

or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following

thickness outside diameter at GWSSB store or site anywhere in Gujarat State 25.00 MTR 1,465.00

including all taxes, insurance,transportation, freight charges, octroi, inspection

charges, loading, unloading conveyance to Departmental stores, stacking etc. all

Size:150 mm NB-4.5 mm thick (on delivery side)-As per site requirement

8.2 Size:200 mm NB-4.5 mm thick (on Header side)-As per site requirement 18.00 MTR 1,900.00

9.0 Supply, installation, testing and commissioning of MS fabricated specials with both

side flanges like Blind flange, Elbow, Eccentric/Cocentric tapers, bends, Y Joints,

Flanges, ductfoot bend, Puddle pipe, Bell mouth, Tee joint, Reducers, Nut-Bolt, 300.00 KG 98.00

Gaskets Etc of required size & in required quantities as per relevant IS for dilevery &

10.0 PRESSURE GAUGE:

Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure

Gauge, ±1% accuracy, Direct bottom 1/2" NPT (M) process connection, IP

Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS316

Movement material, Aluminium dial with black graduation on white background, Micro 1.00 NOS 1,412.00

Zero adjustable pointer, neoprene gasket, Blow out disc, shatter proof glass, SS tag

plate etc as per IS 3624. (HSCF Pump delivery & header).

Range : 0 - 20 kg / sq.cm.and 150 mm dia

SCHEDULE B6.A.7: NANI NAROLI CWS TO DUNGRI ESR ( Mechanical Works)

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

11.0 FLOW METER (PN - 16):

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:

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.

Flow Transmitter/ Converter ( Remote Field Mounted):

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

20 mA with HART/Modbus output, one scalable pulse, one status output, IP

protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU

finish with glass window enclosure, Inbuilt EEPROM and Data Logger, 30 meters cable

length for sensor to transmitter communication etc. alongwith wall mounted/ stand

mounted cabinet.

Meter Size:200 mm (At header)

TOTAL OF SCHEDULE B6.A.7

SCHEDULE B6.A.8: NANI NAROLI CWS TO DUNGRI ESR (Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.2 SWITCH FUSE UNIT:

SITC of Approved make Four Pole LT Heavy Duty Switch Disconnector Fuse Unit

Cubical type for panel mounting complete with operating mechanism suitable to

operate on 415V A.C. With HRC fuses of suitable load confirming to IS. 13947 (Part I

& III). of following capacities 1.00 Nos 6,060.00 5,410.71

125 AMP cat-III

2.5 Control Panel Board:

Star-Delta Starter suitable for local & remote pump control application consisting of

MPCB, overload relay and contactors as per Type II coordination including digital

voltmeter, analogue ammeter, with selector switch, run hour meter, required protective 4.00 NOS 24,276.00 24,276.00

relays & control accesories

Auto Transformer Starter : 25 HP

4.0 MEDIUM VOLTAGE CABLES

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded

Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC

type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary

clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing 150.00 MTR 108.00 108.00

or floor as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1)

of following sizes:

4 c X 16 Sq.mmAL XLPE Armoured (For Incomer to Busbar to Control Panel Board).

(for 20 HP and 25 HP)

5.0 CABLE END TERMINATION AND CONNECTION :

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers & rubber

ring conforming to IS, suitable for 3, 3½ & 4 core cables of following type & sizes:

Double Compression Brass Cable Glands 10.00 NOS 154.00 154.00

4 c X 16 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel

Board). (for 20 HP and 25 HP)

Providing & fitting crimping type Cable Terminals (Lugs) conforming to IS of following

types and sizes

Aluminium Tubular Terminals (in Sq.mm.)

4 c X 16 Sq.mmAL XLPE Armoured (For Incomer to SFU to Busbar to Control Panel

Board). (for 20HP and 25 HP)

SCHEDULE B6.A.8: NANI NAROLI CWS TO DUNGRI ESR (Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

Supplying & erecting funnel type earthing having 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 6 SWG

bolted with lug to the plate and covered in 12 mm dia. G.I. pipe 2.5 mtr long complete 2.00 Nos 2,543.00 2,293.24

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

With 45 x 45 x 0.35 cms. C.I. earth plate

7.1 G.I. Earth Strip

Providing and erecting required size HOT deep Galvanised iron strip for earthing of

H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. (for

(25X6 G.I Strip, 1.17 Kg/m, 1.17x50Mt.=59Kg.)

10.0 SAFETY ACCESSORIES:

Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS

13849 or 1 Kg capacity with necessary clamp for erection on wall. (for 2no. LT Room)

10.1 Supplying stand first AID box with antiseptic 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. 1.00 NOS 350.00 315.63

(All above contents shall be of standard makes)

(For Pump house / LT Room)

10.2 Providing and fixing printed instruction chart both in English and Gujarati and duly

framed with front glasses, for treatment of person suffering from Electric shock with 1.00 NOS 150.00 135.27

minimum 50" diagonally size.. (1no. For LT Room)

10.3 Supplying 4 mm rubber matting of following thickness as per IS:15652/IEC

TOTAL OF SCHEDULE B6.A.8

SCHEDULE B6.A.8: NANI NAROLI CWS TO DUNGRI ESR (Electrical Works)

Unit Rate (Without

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

SCHEDULE B7: CONSTRUCTING A COMPOUND WALL AROUND HEAD WORKS SITE

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 Part A : Compound wall 1315.00 Rmt 4,614.49

Constructing 250 mm dia and 3.50 mts depth Piles base compound wall in B.B. Masonary

1.80 mt height above GL Beam in C.M. 1:6 with 0.23 x 0.23 cm size R.C.C.1:2:4 columns

at 2.5 m c/c & 0.23 x 0.23 size R.C.C. G.L. Beam & 10 cm thick R.C.C.Coping (Including

reinforecement) with 15 mm thick Cement plaster C.M. 1:4 to all exposed concrete and

masonary structure with coping of compound wall including excavation in all strata, P.C.C.,

form work for R.C.C. work, plastering, cement paint clearing the site etc. complete as per the

detailed drawing attached.

2.0 Providing and fixing with 1 mm thick M.S. sheet sliding shutters Iron gates with side gates 36.00 Sq.M. 5,290.07

with frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm M.S. gusset plate at

junctions and corners 25 mm dia pully 40 x 40 x 6 mm angle and T-iron guide rail at top and

bottom respectively with handles, stoppers and locking arrangement etc. including applying a

priming coat of red lead paint including required size & specification as per the drawings

with 3 No of R.C.C. column size 0.40 x 0.40 m 2.20 mt above GL (including reinforcement)

with 15 mm thick cement plaster to all exposed surface including excavation in all strata,

P.C.C., form work for R.C.C. work , painting to all Iron exposed surfaces( incl. brusing

cleaning & priming coat ) and cleaning the site etc. the site etc. complete as per the detailed

drawing attached.

TOTAL OF SCHEDULE B8

SCHEDULE B8: CONSTRUCTING CC APPROACH ROAD AT TADKESHWAR HEAD WORK

Sr. No. Descriptions Qty. Unit Rate with 1% LC Amount, Rs.

1.0 Box cutting the road surface to proper slope and camber for making a base for 266.40 Cmt. 109.41

road work including removing the excavated stuff and depositing on the road

side slope as directed up to 50 mtr lead

2.0 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 199.80 Cmt. 2,769.69

hand broken stone aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

3.0 Providing and laying cement concrete work 1:2:4 (1-Cement : 2- Coarse sand : 189.00 Cmt. 4,030.50

4- graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings, Base or columns and Mass concrete (more than

4.0 Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, 3640.00 Kg. 68.33

binding and placing in position complete up to floor two level (more than 10 ton)

TOTAL OF SCHEDULE B9

SCHEDULE B10: OPERATION AND MAINTENANCE FOR 120 MONTHS

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

1.0 Operation, Maintenance and Repairing Civil Works/Structures of Gaypagla

Regional Water Supply Scheme For Surat District For covered Villages as per

requirement and detailed specification of tender including all respect i.e.,

1. Operation, Maintenance and Repairing of Civil Structures/ Head Works / Sub

Head Works / Gravity-Rising Main Pipeline / Distribution with all types of valve and

valve chamber/boosting station with pumping machineries and other civil works with

Establishment / Equipments / Materials.

2. Supply of Clear Potable Water from 13 MLD WTP to Sub Head Works and Sub

Head Works to Covered Villages, hamlets.

3. Supply of Necessary Chemicals (Alum/Chlorine Gas/PAC 10%) at WTP and Sub

4. Preparation and Maintain of necessary record as per GWSSB/NIC prescribed

Performa and submission to office.

5. Supply of all kind of man power with allowances as per tender.

6. Supply of vehicle with driver, fuel, lubricants with maintenance and repairing as

7. Supply of all types of materials and machineries (JCB / HYDRA / Tractor /

Welding Machine / De-watering Set / truck etc.) excluding shown in schedule A.

8. This work including with establishment civil structure & mechanical / electrical

components insurance as per tender.

9. This work including 24 Hrs. cleaning of structures, H/W premises with grass

cutting and tree cutting with necessary establishment and machineries etc.

complete as per tender.

10. Operation, Maintenance and Repairing Head works. Sub head work site

pumping machineries and electrical equipments with establishment, equipments

O&M works shall be carried out for proposed scheme, Work completed by previous

contractor and of existing RWSS.

SCHEDULE B10: OPERATION AND MAINTENANCE FOR 120 MONTHS

Sr. No. Description Qty. Unit Unit Rate, Rs. Amount, Rs.

11. Providing and utilizing necessary spare parts, lubricants, tool kits and all other

running consumables.

12. Routine and emergency breakdown maintenance and all minor preventive

repairs to all head works, sub head works site machineries and equipments.

13. Preparing of Maintenance and preservation record for pumping machinery

utilization, energy consumption, Qty of water pumped etc. as per GWSSB / EIC

prescribed Performa and submission to office.

14.Colour work of all structures building constructed under this constructed under

this contract in 2nd year, 4th year, 6th year, 8th year and 10th year

For 2nd Years 1.00 Year 1,02,76,745.21

For 3rd Years 1.00 Year 1,64,75,775.12

For 4th Years 1.00 Year 1,29,95,764.18

For 5th Years 1.00 Year 1,40,53,430.45

For 6th Years 1.00 Year 1,93,28,316.14

For 7th Years 1.00 Year 1,57,90,434.45

For 8th Years 1.00 Year 1,64,06,852.86

For 9th Years 1.00 Year 1,73,91,264.03

For 10th Years 1.00 Year 2,47,73,474.01

TOTAL OF SCHEDULE B10

Volume-III, PRICE BID

VOLUME- III (c)

Volume-III, PRICE BID

1. The Schedule specifies the procedure for all such assessment of the items specified in

2. Each item of Schedule-B has been divided into broad components. The Employer's

Representative shall assess the value of each component as indicated in paragraph

3. Percentages are indicated against each component of each items specified in Schedule

B, based on the Employer's best appreciation of the value of the component as related

to the total costs of the concerned item as whole A head titled (any other item(s)) is

included in each breakdown of schedule and the tenderer shall at the time of tendering

indicate any additional items which he considers necessary but cannot be covered by

any of the heads indicated in the breakup

4. The percentage breakup as indicated in the Schedule may differ from that corresponding

to the tenderer's scheme and design and he should take this into account while quoting

his lump sum prices for the items specified in Schedule-B

5. The contractor shall, after approval of his detailed designs and drawings furnish to the

Employer's Representative an initial bill of quantities to all major items, to be reviewed

and updated periodically with the Employer's Representative. This bill of quantities will

be used for assessment of percentage progress of the component at any stage By

measurement jointly taken by the Employer's Representative and the Contractor,

mutually agreed and entered in the measurement books in the form and by the method

approved by the Employer's Representative and signed jointly by both the parties.

Volume-III, PRICE BID

PAYMENT SCHEDULE

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL, INSTRUMENTATION & ELECTRICALWORKS)

Ite Percentage Payment to

Description of Items

a On receipt of materials at project site 65 % of Quoted rate

b On Excavation, Lowering, laying and Jointing 20 % of Quoted rate

c On Hydraulic testing 5 % of Quoted rate

d On refilling and disposal of surplus stuff 5 % of Quoted rate

e After commissioning 5 % of Quoted rate

a On receipt of materials on site 70 % of Quoted rate

b On erection 20 % of Quoted rate

c On Hydraulic testing 5 % of Quoted rate

d After commissioning 5 % of Quoted rate

3 PUMPING STATION/OFFICE BUILDING/PUMP ROOM

a On approval of Designs 2.0 % of Quoted rate

b On completion of Excavation & base slab 18.0 % of Quoted rate

On completion of vertical wall up to plinth

c 20.0 % of Quoted rate

(incl. screen chamber

d Full supporting structure incl. ring beam and top slab 15.0 % of Quoted rate

On completion of pump house incl. fixing doors

e 10.0 % of Quoted rate

f Plastering inside & outside with epoxy paint 10.0 % of Quoted rate

etc (completed with all respects)

g Painting of letters, MS ladder pipe, railing, lighting arrestor and

all miscellaneous items such as snowcem paints in three coats 15 % of Quoted rate

etc. (completed with all respects)

h After Completion 10 % of Quoted rate

4 GROUND (UNDERGROUND) LEVEL SERVICE

RESERVOIRS/SUMPS

a On approval of designs 2 % of Quoted rate

b On completion of excavation and base slab 18 % of Quoted rate

c On completion of vertical wall and braces 20 % of Quoted rate

d Full supporting structure including column, ring beam and 15 % of Quoted rate

completion of top slab / dome

e Plastering inside & outside with epoxy etc. complete 10 % of Quoted rate

Procurement and fixing of inlet, outlet, washout, overflow

f pipes, valves, specials, chambers, lighting arrester conductor 10 % of Quoted rate

and specials at site

Water level indictor, painting of letters, M.S ladder, pipes, railing

and all miscellaneous items such as snowcem paint in three

g coats etc (Completed with all respect) including water tightness 15 % of Quoted rate

h On hydraulic testing 10 % of Quoted rate

Volume-III, PRICE BID

A. B. On submission of Designs 2.5% of Quoted rate

C. D. On approval of Designs 2.5% of Quoted rate

E. F. On Completion of excavation 7.5% of Quoted rate

G. H. On completion of staging height up to reservoir 22.5% of Quoted rate

I. J. On Completion of Floor Reservoir 22.5% of Quoted rate

K. L. On Completion of walls of Reservoir 22.5% of Quoted rate

M. N. On Completion of Roof of reservoir with all related piping

20.0% of Quoted rate

and other works including hydro testing

5B WATER TREATMENT PLANT(CONVENTIONAL )

(I) Site survey and subsoil investigations 1% of Quoted rate

Completion of field surveys and subsoil investigations and de- 25%

mobilization from site of survey team

Submission of surveys and soil investigation reports and 75%

acceptance by the Engineer

(II) Detailed designs and construction documents 2% of Quoted rate

Substantial completion, submission and approval by the Engineer 60%

of the designs, drawings and construction

documents for all major items of work

Submission and approval by the Engineer of the final designs and 40%

construction documents for all remaining and miscellaneous

construction details and working drawings

(III)-a Inlet chamber 2% of Quoted rate

Excavation 5.0%

Works up to Ground Level 10.0%

RCC works up to top including all supply and fixing of 60%

related materials

Finishing all surfaces including painting 15.0%

Hydraulic test 5.0%

Commissioning 5.0%

(III)-b CASCADE AREATOR 2 % of Quoted rate

On submission of Designs 2.5%

On approval of Designs 2.5%

On completion of excavation 7.5%

On completion of staging height up to reservoir 30%

On completion of floor reservoir 30%

On completion of walls of reservoir 22.5%

Volume-III, PRICE BID

On completion of Roof of reservoir with all related piping and 5%

other work including hydro testing

(IV) Raw water channel from inlet chamber To flash mixer 2% of Quoted rate

1 Excavation for supporting structure 5.0%

Works up to G.L. 15.0%

All RCC works including all supply and fixing of related materials 30.0%

upto floor level

Completion of all civil works including all supply and 35.0%

fixing of related materials

Hydraulic test 10.0%

Commissioning 5.0%

V) Flash Mixer 4 % quoted rate

Excavation 5.0%

Works up to Ground Level 10.0%

R.C.C. works up to top including all supply and fixing of related 60.0%

Finishing all surfaces including painting 15.0%

Hydraulic test 5.0%

Commissioning 5.0%

VI) Clariflocculator Works 20 % quoted rate

RCC wall upto flooring including all supply and fixing of related 30%

RCC wall upto 1st lift (50% of the design height) 5%

RCC wall lupto 2nd lift (100% of the design height) 10%

RCC wall upto top including all supply and fixing of 20%

related materials

Remaining all works including all supply and fixing of 15%

related materials

Hydraulic testing of water retaining structures 5%

Finishing of all surfaces and painting coating etc. 5%

Commissioning 5%

VII) RCC Channel from Clariflocculator to Filter Bed 5% Quoted rate

RCC Works for floor slab including all supply and fixing of related 40%

Completion of all works and finishing all surfaces 50.0%

including painting, supply and fixing of related materials

Hydraulic test 5.0%

Commissioning 5.0%

VIII ) Filtration Works 40% Quoted rate

RCC wall up to filter floor level including pure water 10%

channel floor slab

Up to operating platform 15%

RCC wall up to top slab including all laboratory and other units 30%

Completion of all the remaining works including back 30%

wash tank and related arrangements; all supply and

fixing of related materials

Hydraulic testing/liquid retaining structures 5%

Volume-III, PRICE BID

Commissioning 5%

VIIII Chemical Works 15 % Quoted rate

Excavation 5.0%

RCC/Masonry work below plinth 15%

RCC work up to 1st floor 30%

RCC works up to roof slab 20.0%

Completion of the remaining works including painting, 30%

finishing; supply and fixing of related materials

X Miscellaneous Works

THESE WORKS INCLUDES: By pass CI pipeline from Inlet chamber

to clear water sump. CI pipeline from flash mixer to

clariflocculator, Pure water CI pipeline from filter beds to clear

water sump, Bye pass CI pipeline from clariflocculator to clear

water sump, CI wash water pipeline from proposed wash water

tank to filter beds, Wash water CI pipeline from filtration bed to

XI All other related and required works as directed Submission of 2% of Quoted rate

As built drawings and training to staff

6 All Electro-mechanical works

A Mechnical Equipment

A-1 Pump motor Assembly set Total 35% weightage(Amount) of

accepted LS KW based quoted

A-2 Valve & Expansion bellows & Flow meter Total 10% weightage(Amount) of

accepted LS KW based quoted

A-3 Pipes & Specials Total 5 % weightage(Amount) of

accepted LS KW based quoted rate

B Electrical & Instrumentation Equipment

B-1 Transformer Total 20% weightage(Amount) of

accepted LS KW based quoted

B-2 HV Switch Gear panels (VCB) Total 5 % weightage(Amount) of

accepted LS KW based quoted

B-3 LV Distribution Board, MCC & APFC Panels ,Power & Control Total 10% weightage(Amount) of

accepted LS KW based quoted

B-4 Switch yard ,Cable, Lighting & Earthing with accessories Total 5 % weightage(Amount) of

accepted LS KW based quoted

B-5 PLC Scada Instrumentation panel system with associated Total 10% weightage(Amount) of

accessories with DC battery,battery charger and distribution panel. accepted LS KW based quoted

All Mechanical-Electrical Equipment’s shall have following 3 stage of payment viz. on completion of

supply ,on completion of Erection /Installation and on Completion of testing & commissioning as

per weightage specified above.

1 On supply of equipment at site 75% of weightage (amount)

15% of weightage (amount)

2 After Installation/Erection of equipment

After Successful Testing & Commissioning of equipment (on 10% of weightage (amount)

completion of stipulated Trial Run)

VOLUME -III A PRICE BID

7 Village level pumping Machinery

a On supply of equipment at site 75% of Quoted rate

b On erection /Installation /Connection 15% of Quoted rate

c On Successful Testing & Commissioning of equipment 10% of Quoted rate

8 Valve chambers

a On completion works as per approved drawings 95% of Quoted rate

b After commission of system 5% of Quoted rate

10 Operation and Maintenance

Every month/ quarter in equal instalment based on the Estimated For monthly payment: 1/12th of

prices for O&M will be paid as per the schedule of payment. annual O&M price for the year

terms and condition of the

For quarterly payment: 1/4th of

annual O&M prices for the year

terms and condition of the

Price Break-up for 1500000 liters U.G.SUMP at Tadkeshwar WTP

11 Full supporting structure including column, ring beam and 25 % of Quoted rate

completion of top slab / dome

Plastering inside & outside with epoxy etc. complete 20 % of Quoted rate

Procurement and fixing of inlet, outlet, washout, overflow pipes,

valves, specials, chambers, lighting arrester conductor 20 % of Quoted rate

and specials at site

Water level indictor, painting of letters, M.S ladder, pipes, railing

and all miscellaneous items such as snowcem paint in three coats

etc (Completed with all respect) including water tightness test 15 % of Quoted rate

On hydraulic testing 20 % of Quoted rate

Date: Signature of contractor Executive Engineer

P. H. Works Dn., G.W.S.S.B