AUGMENTATION OF Maliya-II RWSS

Estimated Cost: Rs. ₹

Gujarat Water Supply & Sewerage Board

Zone-5, Junagadh

Vol. 03 Price bid Aug. of Maliya-II RWSS

BREAK UP FOR INTERIM PAYMENTS

Vol. 03 Price bid Aug. of Maliya-II RWSS

Name of Work: Bid Documents for “Working survey, Design, Construction, Providing, Supplying, Lowering,

Laying and Jointing various dia. of O-PVC Rising Main and Gravity Main Pipelines, RCC ESR, RCC Sump,

Pump House, Staff Quarter, Chlorination Room, Compound Wall, Supplying and erecting Pumping

Machinery at Various HWs & SHWs to Villages under Augmentation of Maliya Part-II RWSS with 10 Years

of Comprehensive O & M of entire scope of work including existing & new components for supplying

water to all beneficiary villages. Taluka: Maliya, Veraval Dist.: Junagadh, Gir-somnath” (10th Attempt).

(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 lump sum / unit rate as called for against the

considered for price evaluation. In the Schedule B1, Schedule B2… bidder shall furnish breakup of his prices

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

Schedule B will be considered and binding on the Contractor. The prices in Schedule B1 to B20 of the

successful bidder shall be corrected accordingly.

(8) The bidder shall quote their prices for year in schedule – C i.e. O & M prices. The Agency with the lowest

quoted rate will be considered as L1 agency by calculating the combined total of quoted rate in capital

works (Schedule B) and O & M Work (Schedule C).

(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 priced online and the amounts shall be added up to arrive at the “Total of

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 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

Vol. 03 Price bid Aug. of Maliya-II RWSS

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.

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) Schedule ‘D gives the basis of interim payment for construction of works.

financial evaluation of the bid.

(14) 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

(15) Prices shall be filled online only.

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

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

work required at his own cost.

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

(19) 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.

the equipments / materials / accessories and services required as per the specifications. The bidder shall fill

(21) 1% of the value of work will be deducted from the Running bill against labour cess which is non refundable.

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

(23) 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

(24) The 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.

Vol. 03 Price bid Aug. of Maliya-II RWSS

(25) The rates quoted shall be exclusive of GST, but inclusive of all other taxes and cess or levies or duties which

shall not be paid extra. While GST will be paid for admissible part of actual work done at the approved

tender rates and tender conditions of price variation. 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.

(26) 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.47.

(27) 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.

(28) The process requires that the bidder shall quote his price for the work components contained in the price

schedules for the entire work. Such prices shall remain firm and fix during the entire period of performance

of the contract except price variation allowed for supply of DI/PVC/OPVC/MS pipe as per Volume-IB Clause

No. 59, General Conditions of Contract.

(29) Payment shall be made for the components for which lump sump 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.

(30) 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 & Kalpsar

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.

(31) Agency shall have to take Insurance policy and intimate to GWSSB along with the evidence within time

limit. In case of non compliance entire responsibility shall be rest with the agency and required amount

shall be recovered from any due amount of the agency.

(32) 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.

Signature of contractor Executive Engineer

P. H. Works Division,

Vol. 03 Price bid Aug. of Maliya-II RWSS

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 “Working survey, Design, Construction, Providing, Supplying, Lowering, Laying

and Jointing various dia. of O-PVC Rising Main and Gravity Main Pipelines, RCC ESR, RCC Sump, Pump

House, Staff Quarter, Chlorination Room, Compound Wall, Supplying and erecting Pumping Machinery at

Various HWs & SHWs to Villages under Augmentation of Maliya Part-II RWSS with 10 Years of

Comprehensive O & M of entire scope of work including existing & new components for supplying water

to all beneficiary villages. Taluka: Maliya, Veraval Dist.: Junagadh, Gir-somnath” (10th Attempt).

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 Contract,

Addenda/Amendments to the above, for the 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 3 years from the date of commissioning including defects liability period as given in

Conditions of Contract and in conformity with the drawings, conditions of Contract, specifications,

numbers) for Lump sum fixed price of Rs._________________.

Rupees_____________________________________________) 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

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

representative.

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.

Vol. 03 Price bid Aug. of Maliya-II RWSS

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 Contract”.

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 in time.

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

(Name of the Person)

Company Seal _____________________

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

Witness Signature ___________________________

Vol. 03 Price bid Aug. of Maliya-II RWSS

Name of Work:- Bid Documents for “Working survey, Design, Construction, Providing, Supplying,

Lowering, Laying and Jointing various dia. of O-PVC Rising Main and Gravity Main Pipelines, RCC ESR, RCC

Sump, Pump House, Staff Quarter, Chlorination Room, Compound Wall, Supplying and erecting Pumping

Machinery at Various HWs & SHWs to Villages under Augmentation of Maliya Part-II RWSS with 10 Years

of Comprehensive O & M of entire scope of work including existing & new components for supplying

water to all beneficiary villages. Taluka: Maliya, Veraval Dist.: Junagadh, Gir-somnath” (10th Attempt).

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 to be charged.

Particular Qty. Issue Rate Unit

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.

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 higher.

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 directed.

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 open market.

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

Executive Engineer

Signature of contractor P. H. Works Division

Vol. 03 Price bid Aug. of Maliya-II RWSS

LIST FOR EQUIPMENTS / INSTRUMENTS REQUIRED FOR SITE OFFICE WORK.

Item Description

Agency Has to Procure and must supply at site free of cost and hand over to Engineer in charge within one

month from date of L-O-I given as under.

. Description Nos Of item

All In One Desktop: Not Less than 24” display, Core i5, 14th Generation, 16 GB 03 Nos.

RAM, 1 TB HDD, 256 GB SSD, With latest windows license version and Latest MS

office Software. Preinstalled from brand DELL, HP, Lenovo, Asus as per

instructed by E-O-I.

Printer: A3 Papersize multifunction Printer with toner cartridge type refilling 01 Nos.

facility. The printer shall have facility to print (2 side print automatic), copy,

2 automatic document feed, Scanning, Zerox etc. including all accessories

complete with Preinstalled from brand Canon, HP, Brother etc as per

instructions of Engineer-in charge.

Note: - all above item must be provide by Agency at free of cost.

Executive Engineer

P. H. Works Division

Signature of Contractor Junagadh

Vol. 03 Price bid Aug. of Maliya-II RWSS

GUJARAT WATER SUPPLY & SEWERAGE BOARD

NAME OF SCHEME : Augmentation of Maliya Part-II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist. :- Junagadh, Gir somnath

NAME OF SCHEME : “Working survey, Design, Construction, Providing, Supplying, Lowering,

Laying and Jointing various dia. of O-PVC Rising Main and Gravity Main Pipelines, RCC ESR,

RCC Sump, Pump House, Staff Quarter, Chlorination Room, Compound Wall, Supplying and

erecting Pumping Machinery at Various HWs & SHWs to Villages under Augmentation of

Maliya Part-II RWSS with 10 Years of Comprehensive O & M of entire scope of work including

existing & new components for supplying water to all beneficiary villages. Taluka: Maliya,

Veraval Dist.: Junagadh, Gir-somnath” (10th Attempt).

Sr. No Name of Component Estimated Cost

Constructing of RCC Sump with 18 lakh lit Capacity at Danderi Head

SCHEDULE-2 Constructing of SUMP at various Village level ₹

Constructing of ESR At Danderi Head Work with 6.0 lakh lit capacity

& 20.00 mt height.

Providing, Supplying, Lowering, Laying & Jointing Various dia. Of O-

PVC Gravity Pipe Line.

Providing, Supplying, Lowering, Laying & Jointing Various dia. Of O-

PVC Rising Pipe Line.

Designing and constructing RCC Pump Room At different Head Work

and Village level.

SCHEDULE-7 Construction of Compound wall at Danderi Head Work ₹

Construction of Satff Quarter at Akala HW & Danderi HW - Total

Construction of Security Cabin at Akala HW & Danderi HW - Total

Construction of Chlorination Plant at Akala HW & Danderi HW - Total

SCHEDULE-11 Mechanical Work at Semarvav HW For Semarvav to Akala HW ₹

SCHEDULE-12 Mechanical Work at Akala HW For Akala Sump to ESR ₹

SCHEDULE-13 Mechanical Work at Danderi HW For Danderi Sump to ESR ₹

SCHEDULE-14 Mechanical Work at Jangar Village For Booster Sump to Village Sump ₹

SCHEDULE-15 Mechanical Work at Different Villages ₹

SCHEDULE-16 Electrical work at Semarvav HW For Semarvav HW to Akala HW ₹

SCHEDULE-17 Electrical work at Akala HW For Akala Sump to ESR ₹

SCHEDULE-18 Electrical work at Danderi HW For Danderi sump to ESR ₹

SCHEDULE-19 Electrical Work at Jangar Village For Booster Sump to Village Sump ₹

SCHEDULE-20 Electrical Work at Different Villages ₹

Vol. 03 Price bid Aug. of Maliya-II RWSS

SCHEDULE-C Operation & Maintanance Work (10 Years) ₹

Rebate on above tendered amount (It any)…………………..%

Net amount considering rebate

I / We am / are willing to carry out the work at.......................... % above / Below percent (should be written in figure and

words) of the estimated rates mentioned above amount of my / our tender works out as under.

Estimated amount Put to tender: Rs

Deduct % above Rs. Add % above Rs.

In words Rupees _________________________ In words Rupees _________________________

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir Somnath

Part Description of work Estimated O & M Quoted Rate

No. cost per annum for by Agency

the entire scheme per annum

(INR) for the entire

Part-A Comprehensive Operation & Maintenance

of Entire scope of work including Civil and

Mechanical Components with Existing and

New Components all.

1.1 O&M Cost for the 1st Year (12 Months)

1.2 O&M Cost for the 2nd Year (12 Months)

1.3 O&M Cost for the 3rd Year (12 Months)

1.4 O&M Cost for the 4th Year (12 Months)

1.5 O&M Cost for the 5th Year (12 Months)

1.6 O&M Cost for the 6th Year (12 Months)

1.7 O&M Cost for the 7th Year (12 Months)

1.8 O&M Cost for the 8th Year (12 Months) 92,14,632.00 Not Required

1.9 O&M Cost for the 9th Year (12 Months)

1.10 O&M Cost for the 10th Year (12 Months)

Part-B Maintenance activities, measured and paid

separately, such as painting, cleaning of

reservoirs/ tanks, procurement and

replacement of filter media etc complete

as per this tender document.

Total Part-A + Part-B in INR:

Vol. 03 Price bid Aug. of Maliya-II RWSS

The payment of Schedule-C (Part-A) will be made on monthly basis or quarterly basis upon

submission of invoices. The bidder will be paid at approved quoted rate in the above table as

per tender terms and conditions. where as Part-B is subject to completion of activities and

approval of the measurement.

In case the Contractor quotes less than the estimated rates for any of O&M line item for

particular year out of 10 years, the difference between estimated cost for O&M line item for

that year and their quoted price for O&M of that year shall have to be paid by the contractor

in the form of additional security deposit to GWSSB. Such additional Security shall be

deducted from their first running account bills in form of retention money. This will be in

addition to the required security deposit as per Volume-I, GCC Clause-1 :- Security Deposit.

This retention money deducted from RA bills on account of lower price quoted by the

contractor in O&M items for particular year, shall be released proportionately on yearly basis

by GWSSB on successful completion of particular yearly O&M works and certification issued

by Engineer-in-charge to that effect.

Deputy Executive Engineer Deputy Executive Engineer

P.H.M. Sub Division P.H.Works Sub Division

Executive Engineer Executive Engineer

P.H.M.Works Division P.H.Works Division

Junagadh Junagadh

Vol. 03 Price bid Aug. of Maliya-II RWSS

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 6 herein

3. Percentages are indicated against each component of each item 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.

Signature of contractor Executive Engineer

P. H. Works Division

Vol. 03 Price bid Aug. of Maliya-II RWSS

BREAK UP FOR INTERIM PAYMENTS

(CIVIL, MECHANICAL, INSTRUMENTATION & ELECTRICALWORKS)

Percentage Payment to

Item 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 STAFF QUARTERS / PUMP ROOM / Chlorination Room

a. On approval of Designs 2.0 % of Quoted rate

b. On completion of Excavation & base slab 18.0 % of Quoted rate

c. On completion of vertical wall up to plinth 20.0 % of Quoted rate

d. Full supporting structure incl. ring beam and top slab 15.0 % of Quoted rate

e. On completion of pump house incl. fixing doors 10.0 % of Quoted rate

f. Plastering inside & outside with epoxy paint etc 10.0 % of Quoted rate

(completed with all respects)

g. Painting of letters, MS ladder pipe, railing and all 15 % of Quoted rate

miscellaneous items such as snowcem paints in three

coats etc. (completed with all respects)

h. After Completion 10 % of Quoted rate

On bathymetric survey, soil investigation. 2.5 % of Quoted rate

On submission of designs 2.5 % of Quoted rate

On approvals of designs 2.5 % of Quoted rate

Vol. 03 Price bid Aug. of Maliya-II RWSS

On complition of works upto GL including approch bridge 17.5 % of Quoted rate

On complition of the well from bed level to access (bridge) 35 % of Quoted rate

On complition of access bridge. 20 % of Quoted rate

On complition of pump house superstructure. 15 % of Quoted rate

On complition of Electrical & Control rooms. 5 % of Quoted rate

5 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

f. Procurement and fixing of inlet, outlet, washout, overflow 10 % of Quoted rate

pipes, valves, specials, chambers, lighting arrester

conductor and specials at site

g. Water level indictor, painting of letters, M.S ladder, pipes, 15 % of Quoted rate

railing and all miscellaneous items such as snowcem paint

in three coats etc (Completed with all respect) including

water tightness test

h. On hydraulic testing 10 % of Quoted rate

6 Elevated Storage Reservoir

a On submission of Designs 2.5% of Quoted rate

b On approval of Designs 2.5% of Quoted rate

c On Completion of excavation 7.5% of Quoted rate

d On completion of staging height up to reservoir 22.5% of Quoted rate

e On Completion of Floor Reservoir 22.5% of Quoted rate

f On Completion of walls of Reservoir 22.5% of Quoted rate

g On Completion of Roof of reservoir with all related piping 20.0% of Quoted rate

and other works including hydraulic testing

Vol. 03 Price bid Aug. of Maliya-II RWSS

7 All Electro-mechanical works and Instrumentation

a. On supply of Equipment at site 75% of Quoted rate

b. After installation / erection of Equipment 15% of Quoted rate

c. After successful testing & Commissioning of Equipment 10% of Quoted rate

(on completion of stipulated trial run)

8 WATER TREATMENT PLANT (CONVENTIONAL )

(I) Site survey and subsoil investigations 1% of Quoted rate

Completion of field surveys and subsoil investigations and 25%

de-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 60%

Engineer of the designs, drawings and construction

documents for all major items of work

Submission and approval by the Engineer of the final 40%

designs and construction documents for all remaining and

miscellaneous construction details and working drawings

(III) Inlet chamber 4% 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%

(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 30.0%

materials upto floor level

Completion of all civil works including all supply and fixing 35.0%

of related materials

Vol. 03 Price bid Aug. of Maliya-II RWSS

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 60.0%

related materials

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 30%

related materials

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 related 20%

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 40%

related materials

Completion of all works and finishing all surfaces including 50.0%

painting, supply and fixing of related materials

Hydraulic test 5.0%

Commissioning 5.0%

VIII ) Filtration Works 40% Quoted rate

RCC wall upto filter floor level including pure water 10%

channel floor slab

Vol. 03 Price bid Aug. of Maliya-II RWSS

Up to operating platform 15%

RCC wall upto top slab including all laboratory and other 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%

Commissioning 5%

IV ) Chemical Works 15%Quotedrate

Excavation 5.0%

RCC/Masonry work below plinth 15%

RCC work upto 1st floor 30%

RCC works upto roof slab 20.0%

Completion of the remaining works including painting, 30%

finishing; supply and fixing of related materials

X Miscellaneous Works 5% Quoted rate

THESE WORKS INCLUDES

By pass CI pipeline from Inlet chamber to clear water

CI pipeline from flash mixer to clariflocculator.

Pure water CI pipeline from filter beds to clear water

Bye pass CI pipeline from clariflocculator to clear water

CI wash water pipeline from proposed wash water tank to

Wash water CI pipeline from filtration bed to Natural

XI All other related and required works as directed 2% of Quoted rate

Submission of As built drawings and training to staff

9 VALVE CHAMBER

On completion work as per approved drawing 95% of Quoted rate

After commission of system 5% of Quoted rate

Vol. 03 Price bid Aug. of Maliya-II RWSS

10 Operation and Maintenance

Every month / quarter in equal instalment based on the For monthly payment.

Estimated prices for O & M will be paid as per Schedule of 1/12th of annual O&M

Payment. prices for the year as per

per terms and condition of

For quarterly payment:

1/4th of annual O&M

prices for the year as per

per terms and condition of

Note: the tender.

1. Payment will be paid per village / month basis based

on Estimated prices given in Schedule-C

[Village per month # = Total Estimated Rate for One

Year)/(12 months x No. Of Villages)]

( # - Shall be Calculated Separately for each Subsequent

Year of O & M as per Progression)

25% Amount of Village per Month paid If Village will not

take Water Voluntary and, in that Case, Water need to

Supply Twice in a Month to that Village to keep Network

Running (Entry in register at Village Level shall be kept for

Water supplied.)

Part A is payable on monthly basis whereas part B is

subject to completion of activities and approval of the

measurement as per breakup of schedule C and

‘Annexure-VI (Payment resolution time and penalties)

Deputy Executive Engineer Deputy Executive Engineer

P.H.M. Sub Division P.H.Works Sub Division

Executive Engineer Executive Engineer

P.H.M.Works Division P.H.Works Division

Junagadh Junagadh

Vol. 03 Price bid Aug. of Maliya-II RWSS

GUJARAT WATER SUPPLY & SEWERAGE BOARD

NAME OF SCHEME : Augmentation of Maliya Part-II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

NAME OF SCHEME : Working survey, Design, Construction, Providing, Supplying, Lowering, Laying and Jointing

various dia. of O-PVC Rising Main and Gravity Main Pipelines, RCC ESR, RCC Sump, Pump House, Staff Quarter,

Chlorination Room, Chlorination Plant, Compound Wall, Supplying and erecting Pumping Machinery at Various HWs &

SHWs to Villages under Augmentation of Maliya Part-II RWSS with 10 Years of Comprehensive O & M of entire scope

of work including existing & new components for supplying water to all beneficiary villages. Taluka: Maliya, Veraval,

Dist.: Junagadh, Gir somnath. (10th Attempt)

Sr. No Name of Component Estimated Cost

SCHEDULE-1 Constructing of RCC Sump with 18 lakh lit Capacity at Danderi Head Work ₹

SCHEDULE-2 Constructing of RCC Sump at various Village level ₹

Constructing of ESR At Danderi Head Work with 6.0 lakh lit capacity &

Providing, Supplying, Lowering, Laying & Jointing Various dia. Of O-PVC

Gravity Pipe Line.

Providing, Supplying, Lowering, Laying & Jointing Various dia. Of O-PVC

Rising Pipe Line.

Designing and constructing RCC Pump Room At different Head Work and

SCHEDULE-7 Construction of Compound wall at Danderi Head Work ₹

SCHEDULE-8 Construction of Satff Quarter at Akala HW & Danderi HW - Total 02 nos. ₹

Construction of Chlorination Room at Akala HW & Danderi HW - Total

SCHEDULE-10 Construction of Chlorination Plant at Akala HW & Danderi HW - Total 02 nos. ₹

SCHEDULE-11 Mechanical Work at Semarvav HW For Semarvav to Akala HW ₹

SCHEDULE-12 Mechanical Work at Akala HW For Akala Sump to ESR ₹

SCHEDULE-13 Mechanical Work at Danderi HW For Danderi Sump to ESR ₹

SCHEDULE-14 Mechanical Work at Jangar Village For Booster Sump to Village Sump ₹

SCHEDULE-15 Mechanical Work at Different Villages ₹

SCHEDULE-16 Electrical work at Semarvav HW For Semarvav HW to Akala HW ₹

SCHEDULE-17 Electrical work at Akala HW For Akala Sump to ESR ₹

SCHEDULE-18 Electrical work at Danderi HW For Danderi sump to ESR ₹

SCHEDULE-19 Electrical Work at Jangar Village For Booster Sump to Village Sump ₹

SCHEDULE-20 Electrical Work at Different Villages ₹

SCHEDULE-C Operation & Maintanance Work (10 Years) ₹

Rebate on above tendered amount (It any)…………………..%

Net amount considering rebate

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-1 : RCC UNDER GROUND SUMP

Item Description Qty Cost Unit AMOUNT

Preparing structural design of RCC Under Ground / Partially under ground / 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 out side face of structure. It also includes satisfactory water tightness test

as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge.List of Indian Standards for

Design of ESR / SUMP:-The structural design of GSR shall be in accordance with provisions relevant Indian Standards The structural design of GSR

shall be in accordance with provisions 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) 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 latest

revision. General Specifications:-(1) Water depth in container shall be adopted as per data of tender. Capacity shall be calculated excuding free

board of the reservior.If water depth is not specified the suitable water depth / acceptable to field engineer in accordance with hydraulic

requirement shall be adopted for capacity.(2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be

adopted.(3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge.(4) Effect of overlapping of pressure

bulbs on soil due near by structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby

existing structure. Compensation shall be paid for the same by agency.(6) The minimum concrete grade for RCC shall be M-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.(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 dose not meet 7.5% rate shall be reduced.(13) SS pipes railing shall be provided over sump panfery when sump

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 stair case with SS railing to be provided inside reservoir container BB Masonry stair cabin with MS safsty door

having locking arrangement to be provided for GSR, Sump and HGLR of capacity more than 7.5 lakhs liter with top slab. If dome is constructed as

top slab then provide mininum opening of 900 mm x 2000 mm with curbing and SS railing around(15) Appearance of structure should be

aesthetically good looking acceptable to authonty.(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 liters 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. Capacity in liters.

Note :: Design of the sump shall be as per availability of land.

As above without water table (Sub soil water level below foundation)

At Danderi HW 18 lakh litre Capacity

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-2 : RCC UNDER GROUND SUMP

Item Description Qty Cost Unit AMOUNT

Preparing structural design of RCC Under Ground / Partially under ground / 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 out side face of structure. It also includes satisfactory water tightness test as

per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge.List of Indian Standards for

Design of ESR / SUMP:-The structural design of GSR shall be in accordance with provisions relevant Indian Standards The structural design of GSR

shall be in accordance with provisions 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) 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 latest

revision. General Specifications:-(1) Water depth in container shall be adopted as per data of tender. Capacity shall be calculated excuding free

board of the reservior.If water depth is not specified the suitable water depth / acceptable to field engineer in accordance with hydraulic

requirement shall be adopted for capacity.(2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be

adopted.(3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge.(4) Effect of overlapping of pressure

bulbs on soil due near by structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby

existing structure. Compensation shall be paid for the same by agency.(6) The minimum concrete grade for RCC shall be M-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.(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 dose not meet 7.5% rate shall be reduced.(13) SS pipes railing shall be provided over sump panfery when sump 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 stair case with SS railing to be provided inside reservoir container BB Masonry stair cabin with MS safsty door

having locking arrangement to be provided for GSR, Sump and HGLR of capacity more than 7.5 lakhs liter with top slab. If dome is constructed as

top slab then provide mininum opening of 900 mm x 2000 mm with curbing and SS railing around(15) Appearance of structure should be

aesthetically good looking acceptable to authonty.(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 liters 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. Capacity in

Note :: Design of the sump shall be as per availability of land.

As above without water table (Sub soil water level below foundation)

a Jangar Booster Sump, 1 lakh litres Capacity 1 380598.13 No.

b 1.5 Lakh Liter Sump at Akala gir 1 532598.13 No.

c 1.0 Lakh Liter Sump at Dhrabavad 1 380598.13 No.

d 1.0 Lakh Liter Sump at Barula 1 380598.13 No.

e 3.0 Lakh Liter Sump at Khorasa 1 947591.70 No.

f 1.7 Lakh Liter Sump at Samadhiyala 1 593398.13 No.

g 0.70 Lakh Liter Sump at Januda 1 313855.80 No.

h 1.0 Lakh Liter Sump at Shantipara 1 380598.13 No.

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-3 : ELEVATED STORAGE RESERVOIR

Item No. Item Description Qty. Unit Rate Amount

RCC ESR ( description of item for turnkey tender) 1.00 No 6148802.54

Desiging structuraly (and aesthetically) complying provisions of relevant Indian standards and constructing RCC

Elevated service Reservoir of the following capacityand height, using latest Soil Investigation Report af proposed

site, Seismic zone, Wind speed Zone including (1) Containershape any suitable type(or as specified). (2) Staging

consisting of column brace trestle / shaft / combination column Drace trestieand shat as appropriate(or as

speciffed) and (3) Appropriate foundation system. This includes excavation in al ypesof sol strata(including hard

rock), casting 100mmthick P.C.C. levelling course in M-10, Refiling the pit with proper soil and Cisposing ot the

surplus sturf at all required lead (4) This will also include cement plaster in CM 1:2 with approved water proofing

compound alover inside container (1e. walls, base, top slab/dome bottom etc. al). (5) All types of labour &

material charges of lowering laying,erecting noisting& Joining ct pipe assembly of Inlet, Outlet, overflow,

washout and bye pass arrangement as per hydraulic esinarentuing roviing andixingf any accessories(specfied).

CiManhole frame andcovers,water level indicator. nteing conauctor, G Ppe railng around walk way. at roaf level,

at galleryand around landing ofinside shaft. Adequate cow! type ventilators or lantern type ventilator with

stainless steel jali. (7) Scope of work includes constructing RCC spiral staircase with adequate e Deams,Staircase

tootng.Rcc chambers for valves. ventilating shaft and ventilators as well as door in shaft, SS grating to be

provided to Cutlet pipe (inside container) for safety.(8) including providing and applying three coats of cement

paint/snowcem (as specified) to the wnole structure. (9) 1t alsoincludes satistactory water tightness test as per

relevant IS. Code and painting name of scheme & capacity on the tank as per direction of engineer in charge.List

ofIndian Standards fordesign of ESR:Note: The structural design of ESR shall be in accordance with provisions of

relevant Indian Standards (1) LS. 3370 part I & 11 2009 or Its latest revision (1.1) 1.S. 3370 part ll & 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

toV or Its latest revision (5) IS 13920-1993, or Its latest revision 6) IS 875 part I to ll, 1987 or Its latest revision (7)

IS 11089. 1987 or Its latest revision General specifications: 1) The Min, concrete grade for RCC shall be M :30.

Proportion of concrete ingredients shall be as per Mix design using weigh batching. 2) HYSD Fe 415)or higher

grade reinforcing bars confirming to IS 1786/1139 or CRS TMT bars shall be used as per detailed Specification.

in case ofcolumn-brace trestletype staging having more than 6 columns internal horizontal bracing is obligatory.

1 One bracing shall be at foundation level in case of Individual footings. 4) Min sizel thickness ofvarious

components shall be provided as per design criteria/specifications/S Code (or as per std practice) Capacity of the

ESR shall be considered excluding free board. 6) Minimum dimensions specifiedfor various components in tender

data /specifications should be provided 6) The Safe bearing capacity (SBC) Jallowable pressure on soil shall be

referred from latest SBC test report or tender datasheet During xecuon lt poor sol strata or ground water table is

encountered, the SBC shall have to be re ascertained and the design should be revised accordingly. 7 Maximum

spacing between horizontal bracings shall be 5 m (storey height). 8) The BB Masonry cabin with MS door shall be

constructed when spiral staircase is outside the staging. 9 RCC Staircase MsStaircase shall beprovided and fixed

for access to roof when height of roof from GL. is up to 10 m. For ESR naving more tnan 10 m height proper RCC

staircase or suitable RCC spiral staircase shall be constructed. Railing should be provided tnrougn out the

staircase and around the top ring beam. 10)ForESR-having staging height more than 15 m the spiral staircase

shall be provided inside the staging with etfective tie beams in more than one direction. (11) Water level indictor

shall be provided and fixed fioat type lelectronic (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 arrangementhescope of

work inciudes constructing supporting RC llars, erecting, laying fixing and joining pipes and specials etc up to sm

length from face ofstaging (outer most column) (13) DI Pipes and Specials shall only be used. (14) The rate shall

includecost of dewatering during execution making all arrangement with any dewatering technique 15)The

struUcture 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 tor the same (16) Effective curing shal be caried out up to

required period as perspecifications (1 Agency shall engage qualitied (at least graduate)consulting engineer for

designing the structure and he/she shall visit the site for guidance of work at all levels (:e. below foundation, up

to GL, above GL for all ifts up to container) 18)75%part rateshallbe payablefor Concrete, Reintforcement and

Plastering items of container until satisfactory hydrauic testng for water tightness is performed. Or as per tender

condition. Til then the work shal be treated as incomplete. Above conditions / general specifications Sr No. 1 to

18 are part & parcel of tender(contract) As aboveupto staging height(L.S.L) 12m from G.L. and S.B.c.10) Capacity

of ESRs (shell type container like cylindrical, conical, intze, folded plates& its Combinaton)

At Danderi HW 6 lakh litres Capacity & 20 mtre Height

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-4:- DISTRIBUTION SYSTEM - GRAVITY

Sr. No. Item Qty Rate Unit Amount

1 Excavation for pipe line trenches for water supply, 4392.00 89.00 Cum

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and line

including safety provisions using site rails and

stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and

strata as specified.Upto 1.50 mt depth, (A) Loose or

(B) Dense or Hard soil 4392.00 135.00 Cum

(C) Hard Murrum 8784.00 163.00 Cum

(D) Hard Rock 11712.00 372.00 Cum

2 Providing, testing and commissioning of ISI marked 20400.00 778.00 Rmt

PVC O (Oriented Plasticized Polyvinyl Chloride) pipes

PN 12.5 suitable for potable water with ring fit type

pipe including cost of rings as recommended by

manufacturer and as per requirement of site having

orientation class 500 : C-1.4 with integral

homogeneous socket system, elastomeric sealing

ring made of EPDM rubber (one per pipe) including

all local and central taxes (Excluding GST),

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing

material etc., Complete in all respects. Pressure

Rating as per IS Code IS:16647-2017 for following

diameters. (Price without GST) With all ISI marked

PVC-O (Oriented Plasticized Polyvinyl Chloride)

necessary Compatible and Suitable O-PVC/D.I. fittings

i.e. Couplers, Tee, Elbow, Reducer, Bend etc as

recommended by manufacturer and as per

requirement of site.

110 mm O-PVC Pipe

160 mm O-PVC Pipe 11730.00 1198.00 Rmt

200 mm O-PVC Pipe 10200.00 1631.00 Rmt

3 Providing and supplying ISI mark CI D/F Sluice Valves 14.00 3875.00 No

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

With Hand wheel / Cap Operated

4 Providing and supplying C. I. Temper proof Air valves 63.00 11221.00 No

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.

With Isolating Sluice Valve PN 1.0.

50 mm Temper proof Air valve PN

80 mm Temper proof Air valve PN 1.0 32.00 13789.00 No

Sr. No. Item Qty Rate Unit Amount

5 Refilling the pipeline trenches incl. ramming, 28545.00 22.00 Cum

watering, consolidating desposal of surplus stuff as

directed within a radius of 3 km. : Refilling as

6 Lowering, laying, fixing and jointing O- 20000.00 19.00 Rmt

PVC/PVC/uPVC/cPVC pipes and specials of following

class and diameter including cost of conveyance from

stores to site of works including cost of labour,

material, cement solvent, giving satisfactory

hydraulic testing as per ISI code.

110 mm O-PVC Pipe

160 mm O-PVC Pipe 11500.00 28.00 Rmt

200 mm O-PVC Pipe 10000.00 37.00 Rmt

7 Lowering,laying and joining in position following 14.00 439.00 No

C.I./D/F Sluice valves including cost all labour,

jointing material, including nut bolts and fiving

satisfactory hydraulic testing, etc. complete Sluice

valve /BF valve.

8 Lowering,laying and joining in position following 63.00 379.00 No

C.I./D/F Air valves including cost all labour, jointing

material, including nut bolts and fiving satisfactory

hydraulic testing, etc. complete

50 mm Temper proof Air valve PN

80 mm Temper proof Air valve PN 1.0 32.00 411.00 No

9 Drilling of 300 mm dia horizontal borehole for water 3.00 196359.00 No

main pipeline under the railway tracks including all

strata with required length including fixing of

mm dia MS casing pipe of minimum 5 mm thick or

IRS casing pipe, with welding, pushing etc. complete.

Providing and fixing various sizes of pipe for 150/168

mm dia water main of G.M.S. pipe of minimum

mm thick for railway premises as per instructions and

regulations of Railway authority and under

supervision of Railway authority including providing,

supplying and fixing of spacer at specified interval (if

required) between casing pipe and water main, ISI

make sluice valve of required size at both sides of

railway boundary with construction of brick/CC cop

pavement including C.C. encasing 1:3:6 in 100 mm

length at both sides. Including providing and fixing of

M.S. iron manhole frame with cover for valve

chamber with locking arrangement etc. complete

with all material, labour, fabrication, hydraulic

testing of pipe and valve etc. complete for total 45 m

length which includes horizontal pushing and open

Without Water main & with MS Casing Pipe

Sr. No. Item Qty Rate Unit Amount

9.1 Drilling of 500 mm dia horizontal borehole for water 1.00 497617.00 No

main pipeline under the railway tracks including all

strata with required length including fixing of

mm dia MS casing pipe of minimum 5 mm thick or

IRS casing pipe, with welding, pushing etc. complete.

Providing and fixing various sizes of pipe for

193.7mm/219.70mm/244.5 mm dia water main of

G.I./M.S. pipe of minimum 6.3 mm thick for railway

premises as per instructions and regulations of

Railway authority and under supervision of Railway

authority including providing, supplying and fixing of

spacer at specified interval (if required) between

casing pipe and water main, ISI make sluice valve of

required size at both sides of railway boundary with

construction of brick/CC cop pavement including C.C.

encasing 1:3:6 in 100 mm length at both sides.

Including providing and fixing of M.S. iron manhole

frame with cover for valve chamber with locking

arrangement etc. complete with all material, labour,

fabrication, hydraulic testing of pipe and valve etc.

complete for total 45 m length which includes

horizontal pushing and open excavation.

Without Water main & with MS Casing Pipe for

Sr. No. Item Qty Rate Unit Amount

10 Providing and casting in situ C.C. in grade M-15 399.18 4906.00 Cum

(approx. corresp. to prop. 1:2:4) (proportions as per

mix design or as per Table 9 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, form work, needle vibrated

consolidation, curing comp. up to 6 meter depth or

height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/deshuttering

etc. comp. for structure for other than water

11 Supplying cutting, bending, binding and placing in 19.96 77504.00 MT

position steel as per plan and design 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

12 Valve Chambers and Manholes 24.00 11351.00 No

Construction of valves chambers in brick or bela

stone masonry, locally available in 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) Upto 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 masonry

wall in C.M.1:6,

Size of 1.30 m x 1.30 m and 1.0 m deep

For 1 mt Extra Depth 24.00 6084.00 mt

13 Erection of air valve riser by installing new M.S pipe 63.00 3112.00 No

of 6mm thick and 3.2 mt length with necessary

fittings such as flange of appropriate size,nut bolts

and embeded the pipe in R CC M;15 with offset of

cm around pipe with necessary steel etc complete.

Dia of Air Valve 50mm & MS Pipe

Dia of Air Valve 80mm & MS Pipe 32.00 4350.00 No

14 Structural steel work (conforming to IS 4923-1997) 25000.00 130.52 Kg

riveted, bolted or welded in builtup for all type

sections, in framed work, including cutting, hoisting,

fixing in position and applying a priming coat of

approved steel primer all complete as per the

structural designs and directions of Engineer in

15 Providing and casting in situ mass cement concrete in 901.38 3972.00 Cum

grade M-10 (approx. corresponding to proportion

1:3:6) using granite quartzite trap metal of size

mm to 25 mm including consolidation, curing, etc.

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-5 : RISING MAIN

Sr. No. Item Qty Rate Unit Amount

1 Excavation for pipe line trenches for water supply, sewerage 311.00 89.00 Cum

line, manhole etc. all with shoring and struting if required as

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified.Upto 1.50 mt depth. (A) Loose or soft

(B) Dense or Hard soil 311.00 135.00 Cum

(C) Hard Murrum 621.00 163.00 Cum

(D) Hard Rock 828.00 372.00 Cum

2 Providing, testing and commissioning of ISI marked PVC O 3060.00 778.00 Rmt

(Oriented Plasticized Polyvinyl Chloride) pipes PN

suitable for potable water with ring fit type pipe including

cost of rings as recommended by manufacturer and as per

requirement of site having orientation class 500 : C-1.4 with

integral homogeneous socket system, elastomeric sealing ring

made of EPDM rubber (one per pipe) including all local and

central taxes (Excluding GST), transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

the departmental stores and including cost of jointing

material etc., Complete in all respects. Pressure Rating as per

IS Code IS:16647-2017 for following diameters. (Price without

GST) With all ISI marked PVC-O (Oriented Plasticized

Polyvinyl Chloride) necessary Compatible and Suitable O-

PVC/D.I. fittings i.e. Couplers, Tee, Elbow, Reducer, Bend etc

as recommended by manufacturer and as per requirement of

110 mm dia. O-PVC pipe PN-12.5

3 Providing and supplying ISI mark CI D/F Sluice Valves as per 3.00 2857.00 No

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 With Hand

wheel / Cap Oprated

(Alt-1 type long body)

4 Providing and supplying C. I. Temper proof Air valves with SS 5.00 11221.00 No

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.

With Isolating Sluice Valve PN 1.0.

50 mm Temper proof Air valve PN

5 Refilling the pipeline trenches incl. ramming, watering, 2098.00 22.00 Cum

consolidating desposal of surplus stuff as directed within a

radius of 3 km. : Refilling as directed

6 Lowering, laying, fixing and jointing O-PVC/ PVC/uPVC/cPVC 3000.00 19.00 Rmt

pipes and specials of following class and diameter including

cost of conveyance from stores to site of works including cost

of labour, material, cement solvent, giving satisfactory

hydraulic testing as per ISI code.

110 mm O-PVC Pipe

7 Lowering,laying and joining in position following C.I./D/F 3.00 400.00 No

Sluice valves including cost all labour, jointing material,

including nut bolts and fiving satisfactory hydraulic testing,

Sluice valve /BF valve

8 Lowering,laying and joining in position following C.I./D/F Air 5.00 379.00 No

valves including cost all labour, jointing material, including

nut bolts and fiving satisfactory hydraulic testing, etc.

50 mm Temper proof Air valve PN

9 Providing and casting in situ C.C. in grade M-15 (approx. 56.00 4906.00 Cum

corresp. to prop. 1:2:4) (proportions as per mix design or as

per Table 9 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, form work, needle

vibrated consolidation, curing comp. up to 6 meter depth or

height (excluding cost of reinforcement and neat finishing)

with centering and shuttering/deshuttering etc. comp. for

structure for other than water retaining.

10 Supplying cutting, bending, binding and placing in position 2.80 77504.00 MT

steel as per plan and design 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

11 Valve Chambers and Manholes 3.00 11351.00 No

Construction of valves chambers in brick or bela stone

masonry, locally available in C. M. 1:6. Foundation concrete

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

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) Upto 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 masonry wall in C.M.1:6

Size of 1.30 m x 1.30 m and 1.0 m deep

For 1 mt Extra Depth 3.00 6084.00 mt

12 Erection of air valve riser by installing new M.S pipe of 6mm 5.00 3112.00 No

thick and 3.2 mt length with necessary fittings such as flange

of appropriate size,nut bolts and embeded the pipe in R CC

M;15 with offset of 10 cm around pipe with necessary steel

Dia of Air Valve 50mm & MS Pipe

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-6: Pump Room

Item Qty. Unit Rate Amount

1 Designing (aesthetically) and constructing R.C.C frame

structure of pump room with positive suction With Gantry

structure (Min. Height 4.5 M) Height as directed by

Engineer Incharge. Upto 6.00 M (Plinth Level to Top slab

1. Minimum 15 % opening for ventilation should be

2. Pump room rolling shutter, door and windows of

aluminium section and window grill of iron should be

provided (Included in Cost).

3. Plinth level of Pump house should be min.1 meter above

4.Cost does not include foundation for pumping machinery

Positive Suction

Semarvav HW to Akala HW Sump 80.00 Sq. mt 15,301.72

Danderi HW Sump to ESR 54.00 Sq. mt 15,301.00

Designing (aesthetically) and constructing R.C.C frame

structure of pump room with Negative suction Without

Gantry structure. Height as directed by Engineer Incharge.

1. Minimum 15 % opening for ventilation should be

2. Pump room rolling shutter, door and windows of

aluminium section and window grill of iron should be

provided (Included in Cost).

3. Plinth level of Pump house should be min.1 meter above

4.Cost does not include foundation for pumping machinery

Negative Suction

Akala HW Sump to Akala ESR (Panel Room) 9.00 Sq. mt 10,365.68

At Dhabavad Booster Sump (Panel Room) 9.00 Sq. Mt. 10,365.68

Village level pump room (Panel Room) 20.00 Sq. Mt. 10,365.68

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-7 : Estimate Compound Wall at Danderi HW

Sr. No Description Qty Rate Unit Total

1 Construction of compound wall in brick massanory C:M 200 5,966.00 RMT

1:6, 15 cm. thick & 1.50 -mtr. height above G.L. having

10 cm. Thick coping in C:C 1:1.5:3,& Plinth Beam of Size

0.25 x 0.25 M above GL both side 12 mm.thick cement

plaster in C.M. 1:3, including white / colour washing.

Works, incl. Excavation & foundation P.C.C. 1:3:6,

having width 75 C.M. & thicknesh 20 cm. , in column

foundation 0.75 x 0.75 x0.20 & above founadation

x 0.23 Size RCC Column or as per approved detail

drawing by engineer incharge, Masonary work, Danderi

Head Works, Compound Wall with Wire Fencing.

2 Providing and Fixing MS Gate made from MS angles, 1 76,550.00 No

Channels and Flats including all labour and material cost

with painting and fixing at site of work including carting,

loading, un loading etc. complete. & As per instruction

& design given by EIC.

M.S gate 5 mt x 2 mt Size

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-8: Staff Quarter

Sr. Item Qty. Unit Rate Amount

1 Designing (aesthetically) and constructing R.C.C frame 100.00 Sq. mt 10,365.68

structure of Staff Quarter. Height as directed by

Engineer Incharge. Upto 3.60 Mt.

1. Minimum 15 % opening for ventilation should be

2. Pump room rolling shutter, door and windows of

aluminium section and window grill of iron should be

provided (Included in Cost).

3. Plinth level of Pump house should be min.1 meter

4.Cost does not include foundation for pumping

At Danderi HW 100.00 Sq. mt 10,365.68

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-9: Chlorination Room

Sr. Item Qty. Unit Rate Amount

1 Designing (aesthetically) and constructing 9.00 Sq. mt 10,365.68

R.C.C frame structure of Chlorination Room.

Height as directed by Engineer Incharge.

1. Minimum 15 % opening for ventilation

should be provided.

2. Pump room rolling shutter, door and

windows of aluminium section and window

grill of iron should be provided (Included in

3. Plinth level of Pump house should be

min.1 meter above GL.

4.Cost does not include foundation for

pumping machinery

At Akala HW, Size : 3.0X3.0 Mt.

At Danderi HW, Size : 3.0X3.0 Mt. 9.00 Sq. mt 10,365.68

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-10 : Chlorination Plant

No. Item Qty. Unit Rate Amount

1 Providing, Supplying & installing Vacuum Control Direct wall mounted 2.00 No 210642.00

gas chlorinator including necessary fittings, installation and

commissioning of plant incl. Clamp, copper pipe, ferule filter & control

valve with injector.

2 Providing supplying Chlorine Gas cylinder empty of required capacity 22.00 No 26945.00

with necessary explosive certificates incl. all taxes.Chlorine cylinder

3 Refilling of Chlorine gas in cylinder including trasportation to and from 22.00 No 1741.00

factory Chlorine cylinder 100 Kg.

4 Transportation of Chlorine Gas Cylinder with loading, unloading, 5.00 No 1451.00

Cylinder transportation should have a Licence public liability insurance

at 1991 Chlorine cylinder 100 Kg.

5 Providing & Supplying digital chlorine detector/monitor meter 0 - 20 2.00 No 62551.00

6 Providing & Supplying Safety Kit for chlorine cylinder - 100 kg toner. 2.00 No 40418.00

7 Providing & Supplying air breathing apparatus as per IS : 10245 Part - II 2.00 No 41380.00

With 45 minutes duration cylinder

8 Supplying & erecting approved make self-priming domestic 2.00 No 8823.00

monoblock water pump with 1 H.P. motor, suitable for operation on

230 volts, 50 c/s A.C. supply with metallic flange, and M.S. impeller

delivery and following discharge. (b) 100 LPM at 14 metres head,

suitable for 25 mm diameter delivery

9 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. 50.00 Mtr 90.93

Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

10 Excavation for column foundations shall be done up to 1.50 m depth 2.00 No 85510.00

in loose or soft soil, including disposal of surplus earth within 50 m

lead. Plain cement concrete of grade M-15 shall be provided for

foundations and structural works excluding reinforcement. For water-

retaining structures, in-situ PCC of grade M-30 shall be provided for

foundations, rafts and vertical walls up to 6 m height or depth.

Reinforcement steel shall be supplied, fabricated and placed as per

drawings and IS specifications. Internal plastering shall be done with

20 mm thick cement mortar (1:2) using approved waterproofing

compound, complete.

Construction of Neutralizing Pit for Chlorine

Chlorine cylinders 100 kg

Executive Engineer, Deputy Executive Engineer,

P. H. Works Division, P. H. S. Sub Division,

Junagadh Keshod

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-11 :- Mechanical Work at Semarvav HW For Semarvav to Akala HW

Sr. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

Part A: Mechanical Section

1 SITC of HSCF (horizontal split casing centrifugal pump) motor set of specified duty parameters & 4 No. 4,63,830.00

guaranteed efficiency of following MOC with specified capacity, horizontal foot mounted TEFC

squirrel cage induction motor (with minimum IE-3 efficiency class), working on three phase AC supply

with 50 Hz ± 3%, 415 V ± 10%, rated speed 1450 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

Capacity :- 110 m3/hr, 91 m, 55 KW

2 SITC of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe 42 RMT 1,465.00

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. Including Lowering, laying, jointing

and welding M.S. pipes in position to the correct line and level, including outer guniting and internal

epoxy lining, and epoxy painting on pedestal or chairs, on prepared formation or bedding in trenches.

At Suction and Delivery Side - Size 168.3 mm dia.(4.5 mm thick)

3 SITC of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe 24 RMT 2,587.00

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. Including Lowering, laying, jointing

and welding M.S. pipes in position to the correct line and level, including outer guniting and internal

epoxy lining, and epoxy painting on pedestal or chairs, on prepared formation or bedding in trenches.

At Header Side - Size 273.0 mm dia.(5.0 mm thick)

4 SITC of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe 12 RMT 887.00

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. Including Lowering, laying, jointing

and welding M.S. pipes in position to the correct line and level, including outer guniting and internal

epoxy lining, and epoxy painting on pedestal or chairs, on prepared formation or bedding in trenches.

At Bypass Side - Size 114.3 mm dia.(4.5 mm thick)

5 Sluice Valve : SITC of ISI-marked CI/D/F sluice valves as per IS:14846 (latest edition), of the specified 4 No. 6,442.00

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

loading, unloading, conveyance to departmental stores, stacking, etc., complete. PN-1.6, with

handwheel or cap-operated (PD type, short body).

150 mm dia - PN 1.6 (Suction Pipe)

6 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of following 4 No. 4,853.00

class anddiameter including all taxes, insurance, transportation, freight charges, octroi, nspection

charges, loading, unloading,conveyance to departmental stores, stacking etc. complete. and giving

satisfactory hydraulic testing etc. complete.

150 mm dia - PN 1.6 (Delivery Pipe)

7 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of following 1 No. 9,866.00

class anddiameter including all taxes, insurance, transportation, freight charges, octroi, nspection

charges, loading, unloading,conveyance to departmental stores, stacking etc. complete. and giving

satisfactory hydraulic testing etc. complete.

250 mm dia - PN 1.6 (Header Pipe)

8 Sluice Valve : SITC of ISI-marked CI/D/F sluice valves as per IS:14846 (latest edition), of the specified 1 No. 4,037.00

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

loading, unloading, conveyance to departmental stores, stacking, etc., complete. PN-1.6, with

handwheel or cap-operated (PD type, short body).

100 mm dia - PN 1.6 (Bypass Pipe)

9 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard with 4 No. 9,210.00

PN 1.6 Rating of approved make etc. Complete as per specification.

150 mm dia - PN 1.6 (Delivery Pipe)

10 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard with 1 No. 25,986.00

PN 1.6 Rating of approved make etc. Complete as per specification.

250 mm dia - PN 1.6 (Header Pipe)

11 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards 8 No. 4,896.00

of overall length of minimum 300 mm, designed for 15 mm axial compression and 5 mm axial

extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA 240 Gr. 304;

Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS

/ IS 6392 ) & Limit Rods & Nuts: CS - IS

150 mm dia - PN 1.6 (Suction Pipe)

12 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards 1 No. 8,192.00

of overall length of minimum 300 mm, designed for 15 mm axial compression and 5 mm axial

extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA 240 Gr. 304;

Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS

/ IS 6392 ) & Limit Rods & Nuts: CS - IS

250 mm dia - PN 1.6 (Header Pipe)

Air Valve with Cast Iron Body : SITC Of 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 etc. complete. as per

instructions of Engineer in charge. Lowering, laying and jointing in position following C. I. / D/F Reflux

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

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

100 mm - PN 1.6 (Type - Double Acting (DS2)

14 Specials - Manufacturing, Supply, Delivery, Lowering & Laying of MS Specials confirming to relevent 2200 Kg 106.52

IS including all taxes, duties, insurance, transformation, freight, octoroi, inspection, loading,

unloading,convey to site,stacking etc. compete. upto 300 mm dia Flanged ends. Labour charges for

lowering laying, erecting, fixing, various size of MS Specials such as bypass pipes, joints, channel,

angles plates etc. complete.

15 Design, Supply, Installation, Testing, Commissioning of Vacuum Gauge, ±1% accuracy, Direct bottom 2 No. 2,058.00

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

150 mm dial size & -760 to 0 mmHg (-1 to 0 bar)

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

150 mm dial size & Pressure range from 0 -20 Kg/cm^2

17 Full Bore Electromagnetic Flow Meter- Regular Power operated 1 No. 1,28,921.10

Design, Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with

factory calibrated, Regular Power Operated, flanged connection, Flow sensor, Indicator, transmitter

and totaliser with all accessories viz. surge arrestor, associated cables, cabinets, hardwares, etc

complete as per following specifications:

(I): Flow Meter/ Sensor:

DC pulsed type, IP 68 Protection, Flanged process connection as per IS 1538 or equivalent standard,

SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/

Inbuilt Grounding Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast

Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with Junction Box, CS flanges.

(II) 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 67 protection, Die cast aluminium/ polycarbonate/

SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM and Data

Logger, 20 meters cable length for sensor to transmitter communication etc along with wall

mounted/ stand mounted cabinet.

For 250 mm dia. Nominal Bore( PN-1.6)

SITC of single girder type fully electrically operated EOT 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

control panel & down pendant control block, brake, safety device, cables form motor to starter panel

& other required accessories & tested as per IS Specifications.

Capacity:- Three (03) Tonne capacity (span Approx. 6m & long travel-12m & lift 6-10m). Actual Span,

travel & Lift as per site situation.

19 Painting by cleaning the surface and applying one coat of primer and two coats of enamel paint for 5 Sqm 145.00

meter cup board or base plate suitable to match the wall finish etc. complete

Painting the number and words for inventory indentification on erected fittings/equipments or such

accessories as may required with good quality of enamelled paintas directed by engineer in charge up

to 50 mm height for one pumpset as instructed by engineer on charge.

21 Dismentaling of Existing Pumping machineries and Co-ordinated accessories with Delivery, Header 80 Kw 1,050.00

and Bypass piping and electrical items etc.as per site requirnment and carting it to subdivisional

Store/Headwork as instructed by Engineer in charge.

Supplying, Fabricating and erecting MS supports, chanels, angles, etc.

Providing, Erecting, Fabricating the M.S. Structure as per requirement on site incorporating proper

size of MS Angle, Square, Round, flat, Bars, Channels, Sections complete with cutting, welding,

grinding and finishing duly painted with one coat of red oxide with erection on site as per direction of

engineer incharge with neccessary grouting, cementing, plastering & finishing complete.

Supply, installation, testing & commissioning 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 phase, 415 V ± 10%,

50 ± 3% Hz power supply, rated speed 2900 RPM of 30 m³/hr, 10 meter capacity.

Material of Constructions: Impeller: High tensile brass / LTB II; Casing: CI FG 260; Pump & Motor

shaft: SS 304; Bearing Bush: LTB

Supply, testing & commissioning portable diesel driven self priming horizontal mono Dewatering

pump set with four wheel trolley, pipes, specials, suction strainer etc. complete set Material of

Constructions: Impeller: Bronze, Casing: CI, Shaft: Carbon Steel 12-30 LPS with 6-12 mtrs Head

Supply, installation, testing & commissioning approved make coupled vacuum pump set with

horizontal foot mounted TEFC squirrel cage motor having under mentioned capacity working on

phase, 50 ± 3% Hz, 415 V ± 10%, with base plate, DOL starter, cable, GI medium duty suction pipes

meters long, specials, valve, PVC tank of 250 litres capacity etc. complete. Material of Constructions:

Impeller- SS/CF8M, Shaft: SS410, Casing: CIFG260. 3 HP

26 Supplying & fixing Steel Chequered Plate having 10 mm thickness, duly painted with two coats of 10 Sqm 4,557.00

black Japan colour for fabrication of Ladder and walkway.

RCC Foundation:

Providing & laying reinforced cement concrete in Thrust Block / Pipe / Valves Supports etc. with tar

steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive providing binding

necessary size TMT steel bar with centering form work, consolidating as per directive in 1:2:4 ratio.

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-12 :- Mechanical Work at Akala HW For Akala Sump to ESR

Sr. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

Part A: Mechanical Section

1 SITC of Pump Set: 3 No. 25,754.00

SITC of Monoset sub. Pump 3 phase 400/440 Volt, 50 c/s, AC supply 2900 RPM Flowing IS

MOC:Casting CI-FG260.Impeller:Bronze &Shaft.SS:410.

2 Providing and supplying ISI mark Heavy Duty G.I. pipes with Couplings of following Class and diameter 42 RMT 716.00

including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete. AND Loweing, laying and

jointing G.I. pipes with G.I. specials of follwoing diameters in proper position, grade and alignment as

directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving

hydraulic testing, etc. complete.

80 mm Dia. for Delivery Pipe

3 SITC Of ISI mark Heavy Duty G.I. pipes with Couplings of following Class and diameter including all 18 RMT 1,026.00

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

conveyance to departmental stores, stacking etc. complete.

Loweing, laying and jointing G.I. pipes with G.I. specials of follwoing diameters in proper position,

grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of

work, labour, giving hydraulic testing, etc. complete.

100 mm Dia for Header Pipe

4 SITC Of ISI mark Heavy Duty G.I. pipes with Couplings of following Class and diameter including all 12 RMT 582.00

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

conveyance to departmental stores, stacking etc. complete.

Loweing, laying and jointing G.I. pipes with G.I. specials of follwoing diameters in proper position,

grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of

work, labour, giving hydraulic testing, etc. complete.

65 mm Dia for Bypass Pipe

5 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of following 1 No. 2,098.00

class anddiameter including all taxes, insurance, transportation, freight charges, octroi, nspection

charges, loading, unloading,conveyance to departmental stores, stacking etc. complete. and giving

satisfactory hydraulic testing etc. complete.

65 mm dia - PN 1.0 (Bypass Pipe)

6 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of following 3 No. 2,784.00

class anddiameter including all taxes, insurance, transportation, freight charges, octroi, nspection

charges, loading, unloading,conveyance to departmental stores, stacking etc. complete. and giving

satisfactory hydraulic testing etc. complete.

80 mm dia - PN 1.0 (Delivery Pipe)

7 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of following 1 No. 3,002.00

class anddiameter including all taxes, insurance, transportation, freight charges, octroi, nspection

charges, loading, unloading,conveyance to departmental stores, stacking etc. complete. and giving

satisfactory hydraulic testing etc. complete.

100 mm dia - PN 1.0 (Header Pipe)

8 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard with 3 No. 4,880.00

PN 1.0 Rating of approved make etc. Complete as per specification.

80 mm dia - PN 1.0 (Delivery Pipe)

9 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard with 1 No. 6,039.00

PN 1.0 Rating of approved make etc. Complete as per specification.

100 mm dia - PN 1.0 (Header Pipe)

10 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards 3 No. 2,736.00

of overall length of minimum 300 mm, designed for 15 mm axial compression and 5 mm axial

extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA 240 Gr. 304;

Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS

/ IS 6392 ) & Limit Rods & Nuts: CS - IS

80 mm dia - PN 1.0 (Delivery Pipe)

11 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards 1 No. 3,420.00

of overall length of minimum 300 mm, designed for 15 mm axial compression and 5 mm axial

extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA 240 Gr. 304;

Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS

/ IS 6392 ) & Limit Rods & Nuts: CS - IS

100 mm dia - PN 1.0 (Header Pipe)

Air Valve with Cast Iron Body : SITC Of 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 etc. complete. as per instructions of

Engineer in charge. Lowering, laying and jointing in position following C. I. / D/F Reflux valves,

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

bolts and giving satisfactory hydraulic testing, etc. complete.

50 mm - PN 1.0(Type - Double Acting (DS2)

SITC of GI Fittings (Elbows, Nipple, Step Nipple, Union, Plug, Tee, Coupling, Reducer, Flanges, etc.)

14 Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge, ±1% accuracy, 4 No. 1,412.00

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

150 mm dial size & Pressure range from 0 -10 Kg/cm^2

Design, Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with

factory calibrated, Regular Power Operated, flanged connection, Flow sensor, Indicator, transmitter

and totalizer with all accessories viz. surge arrestor, associated cables, cabinets, hardware''s, 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 Aluminum/ 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 totalizer 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 67 protection, Die cast aluminum/

polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt

EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communication etc. along

with wall mounted/ stand mounted cabinet. 100 mm Nominal Bore PN

Supplying, Fabricating and erecting MS supports, chanels, angles, etc.

Providing, Erecting, Fabricating the M.S. Structure as per requirement on site incorporating proper

size of MS Angle, Square, Round, flat, Bars, Channels, Sections complete with cutting, welding,

grinding and finishing duly painted with one coat of red oxide with erection on site as per direction of

engineer incharge with neccessary grouting, cementing, plastering & finishing complete.

Supply, installation, testing & commissioning single girder type HOT crane with geared travelling trolly

with as mentioned lift complete with manually operated chain pulley block, long travel rail track (40

mm sq. bar), moving or cross girder, brake, safety device etc. & tested to 50% overload. Capacity

Ton, Span 0-6 Mtr, Long Travel Maximum 12 Mtr or As per Site Requirement. Lift 6-10 Mtr.

18 Supplying & fixing Steel Chequered Plate having 10 mm thickness, duly painted with two coats of 5 Sqm 4,557.00

black Japan colour for fabrication of Ladder and walkway.

19 Painting by cleaning the surface and applying one coat of primer and two coats of enamel paint for 5 Sqm 145.00

meter cup board or base plate suitable to match the wall finish etc. complete

20 Painting the number and words for inventory indentification on erected fittings/equipments or such 3 Job 142.00

accessories as may required with good quality of enamelled paintas directed by engineer in charge up

to 50 mm height for one pumpset as instructed by engineer on charge.

RCC Foundation:

Providing & laying reinforced cement concrete in Thrust Block / Pipe / Valves Supports etc. with tar

steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive providing binding

necessary size TMT steel bar with centering form work, consolidating as per directive in 1:2:4 ratio.

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-13 :- Mechanical Work at Danderi HW For Danderi Sump to ESR

Sr. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

Part A: Mechanical Section

1 SITC of HSCF (horizontal split casing centrifugal pump) motor set of specified duty parameters & 4 No. 2,06,846.00

guaranteed efficiency of following MOC with specified capacity, horizontal foot mounted TEFC

squirrel cage induction motor (with minimum IE-3 efficiency class), working on three phase AC

supply with 50 Hz ± 3%, 415 V ± 10%, rated speed 1450 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.

Capacity :- 120 m3/hr, 35 m, 22 KW

2 SITC of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) 42 RMT 1,465.00

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.

Including Lowering, laying, jointing and welding M.S. pipes in position to the correct line and

level, including outer guniting and internal epoxy lining, and epoxy painting on pedestal or chairs,

on prepared formation or bedding in trenches.

At Suction and Delivery Side - Size 168.3 mm dia.(4.5 mm thick)

3 SITC of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) 18 RMT 2,587.00

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.

Including Lowering, laying, jointing and welding M.S. pipes in position to the correct line and

level, including outer guniting and internal epoxy lining, and epoxy painting on pedestal or chairs,

on prepared formation or bedding in trenches.

At Header Side - Size 273.0 mm dia.(5.0 mm thick)

4 SITC of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) 12 RMT 887.00

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.

Including Lowering, laying, jointing and welding M.S. pipes in position to the correct line and

level, including outer guniting and internal epoxy lining, and epoxy painting on pedestal or chairs,

on prepared formation or bedding in trenches.

At Bypass Side - Size 114.3 mm dia.(4.5 mm thick)

5 Sluice Valve : SITC of ISI-marked CI/D/F sluice valves as per IS:14846 (latest edition), of the 4 No. 6,433.00

specified class and diameter, including all taxes, insurance, transportation, freight, octroi,

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

complete. PN-1, with handwheel or cap-operated (PD type, short body).

150 mm dia - PN 1.0 (Suction Pipe)

6 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of 4 No. 4,674.00

following class anddiameter including all taxes, insurance, transportation, freight charges, octroi,

nspection charges, loading, unloading,conveyance to departmental stores, stacking etc.

complete. and giving satisfactory hydraulic testing etc. complete.

150 mm dia - PN 1.0 (Delivery Pipe)

7 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of 1 No. 9,509.00

following class anddiameter including all taxes, insurance, transportation, freight charges, octroi,

nspection charges, loading, unloading,conveyance to departmental stores, stacking etc.

complete. and giving satisfactory hydraulic testing etc. complete.

250 mm dia - PN 1.0 (Header Pipe)

8 Sluice Valve : SITC of ISI-marked CI/D/F sluice valves as per IS:14846 (latest edition), of the 1 No. 4,002.00

specified class and diameter, including all taxes, insurance, transportation, freight, octroi,

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

complete. PN-1, with handwheel or cap-operated (PD type, short body).

100 mm dia - PN 1.0 (Bypass Pipe)

9 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard 4 No. 9,210.00

with PN 1.0 Rating of approved make etc. Complete as per specification.

150 mm dia - PN 1.0 (Delivery Pipe)

10 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard 1 No. 25,986.00

with PN 1.0 Rating of approved make etc. Complete as per specification.

250 mm dia - PN 1.0 (Header Pipe)

11 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA 8 No. 4,656.00

standards of overall length of minimum 300 mm, designed for 15 mm axial compression and

mm axial extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA

Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling

as per IS 1538 / IS 6392 ) & Limit Rods & Nuts: CS - IS

150 mm dia - PN 1.0 (Suction and Delivery Pipe)

12 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA 1 No. 7,745.00

standards of overall length of minimum 300 mm, designed for 15 mm axial compression and

mm axial extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA

Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling

as per IS 1538 / IS 6392 ) & Limit Rods & Nuts: CS - IS

250 mm dia - PN 1.0 (Header Pipe)

13 Air Valve with Cast Iron Body : SITC Of C. I. Air valves of approved make & quality of following 1 No. 2,875.00

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

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

complete. as per instructions of Engineer in charge. Lowering, laying and jointing in position

following C. I. / D/F Reflux valves, Butterflyvalves, Sluice valves and Air valves including cost of all

labour, jointing material,including nut bolts and giving satisfactory hydraulic testing, etc.

50 mm - PN 1.0(Type - Double Acting (DS2)

14 Specials - Manufacturing, Supply, Delivery, Lowering & Laying of MS Specials confirming to 1320 Kg 106.52

relevent IS including all taxes, duties, insurance, transformation, freight, octoroi, inspection,

loading, unloading,convey to site,stacking etc. compete. upto 300 mm dia Flanged ends. Labour

charges for lowering laying, erecting, fixing, various size of MS Specials such as bypass pipes,

joints, channel, angles plates etc. complete.

15 Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge, ±1% 5 No. 1,412.00

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

150 mm dial size & Pressure range from 0 -10 Kg/cm^2

16 Full Bore Electromagnetic Flow Meter- Regular Power operated 1 No. 1,17,201.00

Design, Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with

factory calibrated, Regular Power Operated, flanged connection, Flow sensor, Indicator,

transmitter and totaliser with all accessories viz. surge arrestor, associated cables, cabinets,

hardwares, etc complete as per following specifications:

(I): Flow Meter/ Sensor:

DC pulsed type, IP 68 Protection, Flanged process connection as per IS 1538 or equivalent

standard, SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy

Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan

lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with

Junction Box, CS flanges.

(II) 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 67 protection, Die cast

aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window

enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter

communication etc along with wall mounted/ stand mounted cabinet.

For 250 mm dia. Nominal Bore( PN-1.0)

17 SITC of single girder type fully electrically operated EOT crane with electrically operated hoist, 1 No. 4,16,250.00

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:- Two (02) Tonne capacity (span Approx. 6m & long travel-12m & lift 6-10m). Actual

Span, travel & Lift as per site situation.

18 Painting by cleaning the surface and applying one coat of primer and two coats of enamel paint 5 Sqm 145.00

for meter cup board or base plate suitable to match the wall finish etc. complete

19 Painting the number and words for inventory indentification on erected fittings/equipments or 4 Job 142.00

such accessories as may required with good quality of enamelled paintas directed by engineer in

charge up to 50 mm height for one pumpset as instructed by engineer on charge.

20 Supplying, Fabricating and erecting MS supports, chanels, angles, etc. 500 Kg 77.00

Providing, Erecting, Fabricating the M.S. Structure as per requirement on site incorporating

proper size of MS Angle, Square, Round, flat, Bars, Channels, Sections complete with cutting,

welding, grinding and finishing duly painted with one coat of red oxide with erection on site as

per direction of engineer incharge with neccessary grouting, cementing, plastering & finishing

21 Supply, installation, testing & commissioning of horizontal mono submersible pump set (Drain 2 No. 20,220.00

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 phase,

415 V ± 10%, 50 ± 3% Hz power supply, rated speed 2900 RPM of 30 m³/hr, 10 meter capacity.

Material of Constructions: Impeller: High tensile brass / LTB II; Casing: CI FG 260; Pump & Motor

shaft: SS 304; Bearing Bush: LTB

22 Supply, testing & commissioning portable diesel driven self priming horizontal mono Dewatering 2 No. 30,864.00

pump set with four wheel trolley, pipes, specials, suction strainer etc. complete set Material of

Constructions: Impeller: Bronze, Casing: CI, Shaft: Carbon Steel 12-30 LPS with 6-12 mtrs Head

23 Supplying & fixing Steel Chequered Plate having 10 mm thickness, duly painted with two coats of 10 Sqm 4,557.00

black Japan colour for fabrication of Ladder and walkway.

24 RCC Foundation: 10 Cum 8,566.40

Providing & laying reinforced cement concrete in Thrust Block / Pipe / Valves Supports etc. with

tar steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive providing

binding necessary size TMT steel bar with centering form work, consolidating as per directive in

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-14 :- Mechanical Work at Jangar Village For Booster Sump to Village Sump

Sr. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

Part A: Mechanical Section

1 SITC of Pump Set: 3 No. 19,519.00

SITC of Monoset sub. Pump 3 phase 400/440 Volt, 50 c/s, AC supply 2900 RPM Flowing

IS 14220 MOC:Casting CI-FG260.Impeller:Bronze &Shaft.SS:410.

400 LPM, 39 m, 10 HP

2 Providing and supplying ISI mark Heavy Duty G.I. pipes with Couplings of following Class 54 RMT 582.00

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

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

complete. AND Loweing, laying and jointing G.I. pipes with G.I. specials of follwoing

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

including conveyance from stores to site of work, labour, giving hydraulic testing, etc.

65 mm Dia. for Delivery and Bypass Pipe

3 SITC Of ISI mark Heavy Duty G.I. pipes with Couplings of following Class and diameter 12 RMT 716.00

including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.

Loweing, laying and jointing G.I. pipes with G.I. specials of follwoing diameters in proper

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

from stores to site of work, labour, giving hydraulic testing, etc. complete.

80 mm Dia for Header

4 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest 4 No. 2,098.00

Edition) of following class anddiameter including all taxes, insurance, transportation,

freight charges, octroi, nspection charges, loading, unloading,conveyance to

departmental stores, stacking etc. complete. and giving satisfactory hydraulic testing

65 mm dia - PN 1.0 (Delivery and Bypass Pipe)

5 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest 1 No. 2,784.00

Edition) of following class anddiameter including all taxes, insurance, transportation,

freight charges, octroi, nspection charges, loading, unloading,conveyance to

departmental stores, stacking etc. complete. and giving satisfactory hydraulic testing

80 mm dia - PN 1.0 (Header Pipe)

6 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 3 No. 4,033.00

standard with PN 1.0 Rating of approved make etc. Complete as per specification.

65 mm dia - PN 1.0 (Delivery Pipe)

7 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 1 No. 4,880.00

standard with PN 1.0 Rating of approved make etc. Complete as per specification.

80 mm dia - PN 1.0 (Header Pipe)

8 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per 3 No. 2,223.00

EJMA standards of overall length of minimum 300 mm, designed for 15 mm axial

compression and 5 mm axial extension with tie rods etc. of following MOC & pressure

ratings. MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS

2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS 1538 / IS 6392 ) & Limit Rods & Nuts:

65 mm dia - PN 1.0 (Delivery Pipe)

9 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per 1 No. 2,736.00

EJMA standards of overall length of minimum 300 mm, designed for 15 mm axial

compression and 5 mm axial extension with tie rods etc. of following MOC & pressure

ratings. MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS

2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS 1538 / IS 6392 ) & Limit Rods & Nuts:

80 mm dia - PN 1.0 (Header Pipe)

10 Air Valve with Cast Iron Body : SITC Of C. I. Air valves of approved make & quality of 1 No. 2,875.00

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

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

stores, stacking etc. complete. as per instructions of Engineer in charge. Lowering,

laying and jointing in position following C. I. / D/F Reflux valves, Butterflyvalves, Sluice

valves and Air valves including cost of all labour, jointing material,including nut bolts and

giving satisfactory hydraulic testing, etc. complete.

50 mm - PN 1.0(Type - Double Acting (DS2)

11 Specials 450 Kg 80.03

SITC of GI Fittings (Elbows, Nipple, Step Nipple, Union, Plug, Tee, Coupling, Reducer,

12 Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge, 4 No. 1,412.00

±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

150 mm dial size & Pressure range from 0 -10 Kg/cm^2

13 Design, Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow 1 No. 61,837.00

meter with factory calibrated, Regular Power Operated, flanged connection, Flow

sensor, Indicator, transmitter and totalizer with all accessories viz. surge arrestor,

associated cables, cabinets, hardware''s, 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 Aluminum/

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 totalizer

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 67 protection, Die cast aluminum/

polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure,

Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter

communication etc. along with wall mounted/ stand mounted cabinet. 80 mm Nominal

14 Supplying, Fabricating and erecting MS supports, chanels, angles, etc. 800 Kg 77.00

Providing, Erecting, Fabricating the M.S. Structure as per requirement on site

incorporating proper size of MS Angle, Square, Round, flat, Bars, Channels, Sections

complete with cutting, welding, grinding and finishing duly painted with one coat of red

oxide with erection on site as per direction of engineer incharge with neccessary

grouting, cementing, plastering & finishing complete.

15 Supply, installation, testing & commissioning single girder type HOT crane with geared 1 No. 1,88,250.00

travelling trolly with as mentioned lift complete with manually operated chain pulley

block, long travel rail track (40 mm sq. bar), moving or cross girder, brake, safety device

etc. & tested to 50% overload. Capacity 1 Ton, Span 0-6 Mtr, Long Travel Maximum

Mtr or As per Site Requirement. Lift 6-10 Mtr.

16 Supplying & fixing Steel Chequered Plate having 10 mm thickness, duly painted with two 2 Sqm 4,557.00

coats of black Japan colour for fabrication of Ladder and walkway.

17 Painting by cleaning the surface and applying one coat of primer and two coats of 5 Sqm 145.00

enamel paint for meter cup board or base plate suitable to match the wall finish etc.

18 Painting the number and words for inventory indentification on erected 3 Job 142.00

fittings/equipments or such accessories as may required with good quality of enamelled

paintas directed by engineer in charge up to 50 mm height for one pumpset as

instructed by engineer on charge.

19 RCC Foundation: 5 Cum 8,566.40

Providing & laying reinforced cement concrete in Thrust Block / Pipe / Valves Supports

etc. with tar steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive

providing binding necessary size TMT steel bar with centering form work, consolidating

as per directive in 1:2:4 ratio.

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-15 :- Mechanical Work at Different Villages

Sr. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

Part A: Mechanical Section

1 SITC of Monoset sub. Pump 3 phase 400/440 Volt, 50 c/s, AC supply 2900 RPM Flowing IS 9 No. 19,519.00

14220 MOC:Casting CI-FG260.Impeller:Bronze &Shaft.SS:410.

for Akala gir, Jangar, Dhrabad, Lachhadi, Chhapri, Pipalava, Danderi, Barula and Januda

2 SITC of Monoset sub. Pump 3 phase 400/440 Volt, 50 c/s, AC supply 2900 RPM Flowing IS 3 No. 25,754.00

14220 MOC:Casting CI-FG260.Impeller:Bronze &Shaft.SS:410.

SM- 2.7 (690 LPM X 40 M X 15 HP)

for Achhidra, Samadhiyala and Shantipara

3 SITC of Monoset sub. Pump 3 phase 400/440 Volt, 50 c/s, AC supply 2900 RPM Flowing IS 1 No. 48,088.00

14220 MOC:Casting CI-FG260.Impeller:Bronze &Shaft.SS:410.

SM- 4.7 (1860 LPM X 34 M X 25 HP)

4 SITC Of ISI mark Heavy Duty G.I. pipes with Couplings of following Class and diameter 162 RMT 582.00

including all taxes, insurance, transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc. complete.

Loweing, laying and jointing G.I. pipes with G.I. specials of follwoing diameters in proper

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

stores to site of work, labour, giving hydraulic testing, etc. complete.

65 mm Dia for Delivery

5 Providing and supplying ISI mark Heavy Duty G.I. pipes with Couplings of following Class and 54 RMT 716.00

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

charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. AND

Loweing, laying and jointing G.I. pipes with G.I. specials of follwoing diameters in proper

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

stores to site of work, labour, giving hydraulic testing, etc. complete.

80 mm Dia. Heavy Duty (Hajani Pipaliya,Leriya,Moti Pindakhai)

6 Providing and supplying ISI mark Heavy Duty G.I. pipes with Couplings of following Class and 18 RMT 1,277.00

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

charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. AND

Loweing, laying and jointing G.I. pipes with G.I. specials of follwoing diameters in proper

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

stores to site of work, labour, giving hydraulic testing, etc. complete.

125 mm Dia. Heavy Duty (Kalsari)

7 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of 9 No. 2,098.00

following class anddiameter including all taxes, insurance, transportation, freight charges,

octroi, nspection charges, loading, unloading,conveyance to departmental stores, stacking etc.

complete. and giving satisfactory hydraulic testing etc. complete.

8 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of 3 No. 2,784.00

following class anddiameter including all taxes, insurance, transportation, freight charges,

octroi, nspection charges, loading, unloading,conveyance to departmental stores, stacking etc.

complete. and giving satisfactory hydraulic testing etc. complete.

9 Butterfly Valve : SITC Of ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of 1 No. 3,658.00

following class anddiameter including all taxes, insurance, transportation, freight charges,

octroi, nspection charges, loading, unloading,conveyance to departmental stores, stacking etc.

complete. and giving satisfactory hydraulic testing etc. complete.

10 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard 9 No. 4,033.00

with PN 1.0 Rating of approved make etc. Complete as per specification.

11 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard 3 No. 4,880.00

with PN 1.0 Rating of approved make etc. Complete as per specification.

12 S.I.T.C. of both end Flanged CI /MS Dual Plate Check Valve confirming to API-594/598 standard 1 No. 7,479.00

with PN 1.0 Rating of approved make etc. Complete as per specification.

125 mm dia - PN

13 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA 9 No. 2,223.00

standards of overall length of minimum 300 mm, designed for 15 mm axial compression and

mm axial extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA

240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B

(Drilling as per IS 1538 / IS 6392 ) & Limit Rods & Nuts: CS - IS

14 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA 3 No. 2,736.00

standards of overall length of minimum 300 mm, designed for 15 mm axial compression and

mm axial extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA

240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B

(Drilling as per IS 1538 / IS 6392 ) & Limit Rods & Nuts: CS - IS

15 Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA 1 No. 4,080.00

standards of overall length of minimum 300 mm, designed for 15 mm axial compression and

mm axial extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA

240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B

(Drilling as per IS 1538 / IS 6392 ) & Limit Rods & Nuts: CS - IS

125 mm dia - PN

16 Air Valve with Cast Iron Body : SITC Of C. I. Air valves of approved make & quality of following 13 No. 2,264.00

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

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

complete. as per instructions of Engineer in charge. Lowering, laying and jointing in position

following C. I. / D/F Reflux valves, Butterflyvalves, Sluice valves and Air valves including cost of

all labour, jointing material,including nut bolts and giving satisfactory hydraulic testing, etc.

complete. 40 mm - (Type - Double Acting (DS2)

17 Specials 2400 Kg 80.14

SITC of GI Fittings (Elbows, Nipple, Step Nipple, Union, Plug, Tee, Coupling, Reducer, Flanges,

18 Supply at Site, Storage, Erection, Installation, Testing & Commissioning of Bourden type 13 No. 1,412.00

glycerene filled Pressure Gauge, ±1% accuracy, complete with syphon tube, Micro zero

adjustable pointer, gasket with isolating cock having range of 0 -1 0 Kg/cm^2 as per IS

and 150mmØ dial etc. comp. as per requirement on delivery side & Common Header.

19 Supply, erection, testing and commissioning of Single girder type Providing Chain pulley block 13 No. 14,400.00

with triple gear arrangement, lifting hook, laod chain & hand chain & locking device etc

Capacity: 1 Ton, Lift: as per site condition.

20 Supplying & fixing Steel Chequered Plate having 10 mm thickness, duly painted with two coats 26 Sqm 4,557.00

of black Japan colour for fabrication of Ladder and walkway.

21 RCC Foundation: 15 Cum 8,566.40

Providing & laying reinforced cement concrete in Thrust Block / Pipe / Valves Supports etc.

with tar steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive providing

binding necessary size TMT steel bar with centering form work, consolidating as per directive in

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-16 :- Electrical work at Semarvav HW For Semarvav HW to Akala HW

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

1 LV MCC Panel 1 No. 3,09,934.00

Supply, Installation, Testing & Commissioning of LV MCC

Panel totally enclosed, dust & vermin proof, indoor type,

minimum degree of protection – IP 52 as per IS:

operation on 3-Phase, 4 Wire, 415V, 50Hz, Neutral

effectively grounded, with instrumentation compartments

accommodating 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

electrolytic grade Aluminum bus bar for three phase &

neutral system with incoming 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 Contactor (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 &

outgoing 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 / Aluminum earth bus bar for

MCC shall be fabricated from cold rolled, cold annealed

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

2 Lighting Distribution Board (LDB): 1 No. 4,652.00

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. DB suitable to house the

following MCBs, complete with incoming and outgoing

protective devices (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 4 way Prewired

Lighting Distribution Board Suitable to house :

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

Outgoing: 20A SP MCB (2 nos.), 16A SP MCB (2 nos.)

3 MV Cable 300 RMT 954.00

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 300 Sq. mm Al. XLPE (Main PCC Panel to MCC Panel)

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

4 MV Cable 200 RMT 244.00

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 C x 70 Sq. mm Al. XLPE (From MCC Panel to Motor of

5 MV Cable 100 RMT 108.00

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 16 Sq. mm Al. XLPE

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

6 MV Cable 150 RMT 141.00

Supply, laying, testing & commissioning of 1.1 kV grade, XLPE

insulated, stranded Copper 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:

(Part-1) of following sizes

4 C X 4 Sq.mm Copper cable

7 Cable Glands 4 No. 813.00

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 300 Sq. mm

8 Cable Glands 8 No. 270.00

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 70 Sq. mm

9 Cable Glands 4 No. 154.00

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 16 Sq. mm

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

10 Cable Glands 6 No. 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 Sq. mm

11 Cable Termination Kit (With Lugs) 4 No. 1,204.00

Providing & fitting heat shrink cable termination / jointing

kits for 1.1kV grade PVC/ XLPE insulated cable including

necessary earth connectivity connection, material &

consummables making the termination/ joint complete

ensuring the joint resistance is within the permissble limit as

per IS, of following types & sizes: 3C/3.5C/4C

12 Cable Termination Kit (With Lugs) 8 No. 1,045.00

Providing & fitting heat shrink cable termination / jointing

kits for 1.1kV grade PVC/ XLPE insulated cable including

necessary earth connectivity connection, material &

consummables making the termination/ joint complete

ensuring the joint resistance is within the permissble limit as

per IS, of following types & sizes: 3C/3.5C/4C

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

13 Cable Termination Kit (With Lugs) 10 No. 852.00

Providing & fitting heat shrink cable termination / jointing

kits for 1.1kV grade PVC/ XLPE insulated cable including

necessary earth connectivity connection, material &

consummables making the termination/ joint complete

ensuring the joint resistance is within the permissble limit as

per IS, of following types & sizes: 3C/3.5C/4C

14 Making Trench in Soft Soil of Suitable width of 90 cm deep 80 RMT 55.00

for laying cable and back filling the same and making the

surface as normal Ground. (HT and LT Cable)

15 Cable Trays & Accessories: 100 RMT 296.00

Supply & laying GI perforated type cable trays with returned

edge / flange, fabricated from 2.0 mm thk sheet steel in the

standard length of 2.5 mtrs, duly hot dipped galvanized after

fabrication as per IS 2629-1989 / IS 4759-1984 including

accessories such as coupler plates/ fish plates, bends, tees,

reducers, elbows, covers and electro-galvanized hardware

etc, erected on existing support as per specification and

instruction of Engineer-in-charge.

150(W) x 35(H) x 2.0 mm Thick

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

16 Cable Trays & Accessories: 60 RMT 497.00

Supply & laying GI perforated type cable trays with returned

edge / flange, fabricated from 2.0 mm thk sheet steel in the

standard length of 2.5 mtrs, duly hot dipped galvanized after

fabrication as per IS 2629-1989 / IS 4759-1984 including

accessories such as coupler plates/ fish plates, bends, tees,

reducers, elbows, covers and electro-galvanized hardware

etc, erected on existing support as per specification and

instruction of Engineer-in-charge.

300(W) x 35(H) x 2.0 mm Thick

17 Supplying & erecting funnel type earthing having earth plate 4 No. 7,797.00

of following size burred in specifically prepared earth pit

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 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

with 60 x 60x 0.315 cms. Copper earth Plate

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

18 Maintenance free Chemical Earthing 4 Lot 5,703.00

Supplying & erecting earth pit of minimum bore dia.150mm

size approved make Earthing Electrode consisting Pipe-in-

Pipe Technology as per IS 3043-1987 made of corrosion free

hot dipped G.I.Pipes having Outer pipe dia of 50mm having

80-200 Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal dia of

12mm with constant ohmic value surrounded by highly

conductive compound with high charge dissipation suitable

for following type of applications with chamber and heavy

duty cover. (A)(approved make OEM has to submit test

certificate including value of earth resistance of installation

duly stamped and signed by agency and officer Incharge has

to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of (B) Inner

chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter

testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no

load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to

retain moisture for long time Necessary test report must be

submitted by Agency. (a) For Electrical Installation up to

KV in normal soil, Length of pipe - 2 Mtr, Back filling

compound - 1 Nos Bag of 25 Kg.

19 Providing and erecting required size copper strip for 100 Kg 787.00

earthing of HT and LT components using proper clamps.

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

20 Providing and erecting required size HOT deep galvanized 300 Kg 77.00

iron strip for earthing of HT and LT components using proper

21 Indoor & Outdoor Lighting & Ventilation System: Design, 1 Lot 92,530.00

supply, erection, testing and commissioning of suitable

general lighting arrangement for pump house, electrical

room, transformer yard & switchyard area including required

lighting fixtures, fittings, point wiring, distribution box, street

lighting poles with junction box, exhaust fan etc. with

complete job. (a) Point wiring for Light/ Fan/ Bell/ Primary

Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm (green)

both are of ISI marked 1.1kV grade FRLS PVC insulated

multistrand copper wires, in following type of pipe to be

erected concealed in/ flushed on wall /ceiling, complete with

6A Tissino type ISI marked flush type switch/ bell push and

accessories erected on Metal/ PVC Box covered with 3 mm

thick PC (Polycarbonet)/ Acrylic sheet with necessary Lamp

holder/ ceiling rose/ H.D.Connector as directed. as per

specification.- 20 Pt. (b) 22 W, LED indoor Fixtures and

associated fittings for Electrical/ Switchgear/ Control/ Office

Room - 6 Nos. (c) Supplying and fixing of the ceiling fans of

approved make for electrical room with 1200mm sweep,

white color, double ball bearing, 300mm long down rod,

Electronic type ANCHOR/MK make regulator and accessories

i.e. screws, wall nuts etc.- 2 Nos. (d) Supplying and erecting

approved make oscillating type bracket fan, A.C. 230 V,

Hz, 400/450 mm sweep, wall-mounted, with height

adjustment and rotary tilting device, complete with guard,

flexible core, plug top, and complete erection with lead

ca Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

22 Fire & Safety Equipments: Design, supply, erection, testing 1 Lot 35,263.00

and commissioning of safety accessories for all electrical

equipment/ system. (a) Supply 4.00 mm thick Rubber Mat

for LV of required length and breath.- 6 Sq.Mtr (b) Providing

printed Instruction Chart both in English and Gujarati and

duly framed with front glasses for treatment of person

suffering fron electric shock.- 2 Nos. (c) Supplying standard

First Aid Box with all the standard contents- 2 Nos. (d) Fire

Bucket with 9 Litre Capacity- 4 Nos. (e) Fire Bucket Stand-

No. (f) Fire Extinguisher (CO2 Type-4.5 kg)- 4 Nos. (g) Rubber

Hand Gloves- 2 Pairs

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-17 :- Electrical work at Akala HW For Akala Sump to ESR

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

1 MCCB BOX: 1 No. 6,723.20

Providing and erecting approved make four-pole moulded case

circuit breaker (MCCB) having breaking capacity (Icu) of 25 kA at

415 V, with normal current rating ranging from 25 A to 100 A, with

fixed thermal and magnetic release, suitable for operation on A.C.

supply 50 Hz, complete with all internal connections, tinned

copper spreaders, and complete erection in 16-gauge MS housing,

with Ics = 100% of Icu, complete in all respects.

2 BUSBAR CHAMBER 1 No. 2,577.00

Supply & erection bus bar chamber conforming to IS-375

fabricated from 16 G.M.S.sheet, dust & vermin proof having

hinged door with rubber gasket and necessary busbar supports

with aluminium busbar having current density not more than

A/ sq. mm (Rated current/ cross section area) duly wrapped with

colour insulation tape for phase sequence, three phase & neutral

each suitable for following current capacity with necessary

painting mounted on wall or pedestal frame of required size with

necessary connections.

Suitable upto 100A

3 Control Panel Board 15 HP 3 No. 11,119.00

Supply at Site, Storage, Erection, Installation, Testing &

Commissioning of 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 accessories.

4 Lighting Distribution Board (LDB): 1 No. 4,652.00

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 4 way Prewired

Lighting Distribution Board Suitable to house :

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

Outgoing: 20A SP MCB (2 nos.), 16A SP MCB (2 nos.)

5 MV Cable 100 RMT 136.00

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 25 Sq. mm Al. XLPE

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

6 MV Cable 360 RMT 194.00

PVC insulated flat submersible cable as per detailed technical

specifications of R/C of GWSSB conforming to IS 694, IEC 60227 /

60228. Auto transformer starter Panel to Motor -1 &

3.0 C x 10 Sq. mm Flat PVC Copper Cable (With Lugs)

7 MV Cable 100 RMT 141.00

Supply, laying, testing & commissioning of 1.1 kV grade, XLPE

insulated, stranded Copper 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:

(Part-1) & IEC: 60502 (Part-1) of following sizes

4C X 4 Sq.mm Copper cable

8 Cable Glands 10 No. 203.00

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 25 Sq. mm

9 Cable Glands 6 No. 120.00

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 10 Sq. mm

10 Cable Glands 4 No. 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 Sq. mm

11 Cable Termination Kit (With Lugs) 10 No. 972.00

Providing & fitting heat shrink cable termination / jointing kits for

1.1kV grade PVC/ XLPE insulated cable including necessary earth

connectivity connection, material & consummables making the

termination/ joint complete ensuring the joint resistance is within

the permissble limit as per IS, of following types & sizes:

12 Cable Termination Kit (With Lugs) 4 No. 852.00

Providing & fitting heat shrink cable termination / jointing kits for

1.1kV grade PVC/ XLPE insulated cable including necessary earth

connectivity connection, material & consummables making the

termination/ joint complete ensuring the joint resistance is within

the permissble limit as per IS, of following types & sizes:

13 Making Trench in Soft Soil of Suitable width of 90 cm deep for 60 RMT 55.00

laying cable and back filling the same and making the surface as

normal Ground. (LT Cable)

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

14 Cable trays 40 RMT 296.00

Supply & laying GI perforated type cable trays with returned edge/

flange, fabricated from 2.0 mm thk sheet steel in the standard

length of 2.5 mtrs, duly hot dipped galvanized after fabrication as

per IS 2629-1989 / IS 4759-1984 including accessories such as

coupler plates/ fish plates, bends, tees, reducers, elbows, covers

and electro-galvanized hardware etc, erected on existing support

as per specification and instruction of engineer in charge.

150(W) x 35(H) x 2.0 mm Thick GI perforated type cable tray with

GI couplers plate & nut bolts

15 Maintenance free Chemical Earthing 3 Lot 4,546.00

Supplying & erecting earth pit of minimum bore dia.150mm size

approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12mm with

constant ohmic value surrounded by highly conductive compound

with high charge dissipation suitable for following type of

applications with chamber and heavy duty cover. (A)(approved

make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and

officer Incharge has to ensure the value of earthing resistane

mentioned in test Certificate) & having back filling compound of

(B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm /

meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no

load & dry form, Sulphar content:- <2%(C) Back fill Compound :-

Earthing compound should be capable to retain moisture for long

time Necessary test report must be submitted by Agency. (a) For

Electrical Installation up to 440V in normal soil Length of pipe -

Back filling compound - 1 Nos Bag of 15 Kg.

16 Providing and erecting required size HOT deep galvanized iron 200 Kg 77.00

strip for earthing of HT and LT components using proper clamps.

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

17 Indoor & Outdoor Lighting & Ventilation System: Design, supply, 1 Lot 64,100.00

erection, testing and commissioning of suitable general lighting

arrangement for pump house, electrical room, transformer yard &

switchyard area including required lighting fixtures, fittings, point

wiring, distribution box, street lighting poles with junction box,

exhaust fan etc. with complete job. (a) Point wiring for Light/ Fan/

Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm

(green) both are of ISI marked 1.1kV grade FRLS PVC insulated

multistrand copper wires, in following type of pipe to be erected

concealed in/ flushed on wall /ceiling, complete with 6A Tissino

type ISI marked flush type switch/ bell push and accessories

erected on Metal/ PVC Box covered with 3 mm thick PC

(Polycarbonet)/ Acrylic sheet with necessary Lamp holder/ ceiling

rose/ H.D.Connector as directed. as per specification.- 10 Pt. (b)

22 W, LED indoor Fixtures and associated fittings for Electrical/

Switchgear/ Control/ Office Room - 4 Nos. (c) Supplying and

erecting approved make oscillating type bracket fan, A.C. 230 V,

50 Hz, 400/450 mm sweep, wall-mounted, with height adjustment

and rotary tilting device, complete with guard, flexible core, plug

top, and complete erection with lead wires, as directed. - 2 Nos.

(d) Providing and erecting Mains with 1.1 KV grade FRLS PVC

insulated ISI marked standard 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 2 Wire 2.5 sq.mm

18 Fire & Safety Equipments: Design, supply, erection, testing and 1 Lot 17,970.00

commissioning of safety accessories for all electrical equipment/

system. (a) Supply 4.00 mm thick Rubber Mat for LV of required

length and breath.- 4 Sq.Mtr (b) Providing printed Instruction

Chart both in English and Gujarati and duly framed with front

glasses for treatment of person suffering fron electric shock.-1

Nos. (c) Supplying standard First Aid Box with all the standard

contents- 1 Nos. (d) Fire Extinguisher (CO2 Type-4.5 kg)- 2 Nos. (e)

Rubber Hand Gloves- 2 Pairs

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-18 :- Electrical work at Danderi HW For Danderi sump to ESR

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

1 SWITCH FUSE UNIT: 1 No. 7,993.00

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.

2 LV MCC Panel 1 No. 1,32,517.00

Supply, Installation, Testing & Commissioning of LV MCC Panel totally

enclosed, dust & vermin 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 accommodating

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 electrolytic

grade Aluminum bus bar for three phase & neutral system with incoming

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 Contactor (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 & outgoing

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 /

Aluminum earth bus bar for entire length.

MCC shall be fabricated from cold rolled, cold annealed (CRCA) sheet steel &

minimum thickness of various members shall be as follows:

Base Frame / Channel / Gland Plate: 3 mm, Load Bearing Members / Doors:

mm and Internal Partitions: 1.6 mm.

Auto Transformer Starter with MCCB, Contactor, O/L relay, cast resin type CT,

Digital MFM, Analogue Ammeter, SPP, Timer etc.

3 Lighting Distribution Board (LDB): 1 No. 4,652.00

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. DB suitable to house the following

MCBs, complete with incoming and outgoing protective devices (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 4 way Prewired Lighting Distribution Board Suitable to house :

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

Outgoing: 20A SP MCB (2 nos.), 16A SP MCB (2 nos.)

4 MV Cable 160 RMT 423.00

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 120 Sq. mm Al. XLPE (GEB to SFU to MCC Panel)

5 MV Cable 200 RMT 114.00

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 C x 25 Sq. mm Al. XLPE (From MCC Panel to Motor of 22 KW)

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

6 MV Cable 50 RMT 108.00

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 16 Sq. mm Al. XLPE

7 MV Cable 150 RMT 141.00

Supply, laying, testing & commissioning of 1.1 kV grade, XLPE insulated,

stranded Copper 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 4 Sq.mm Copper cable

8 Cable Glands 4 No. 392.00

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

Double Compression Brass Cable Glands 120 Sq. mm

9 Cable Glands 8 No. 203.00

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

Double Compression Brass Cable Glands 25 Sq. mm

10 Cable Glands 4 No. 154.00

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

Double Compression Brass Cable Glands 16 Sq. mm

11 Cable Glands 8 No. 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

Double Compression Brass Cable Glands 4 Sq. mm

12 Cable Termination Kit (With Lugs) 4 No. 1,045.00

Providing & fitting heat shrink cable termination / jointing kits for 1.1kV grade

PVC/ XLPE insulated cable including necessary earth connectivity connection,

material & consummables making the termination/ joint complete ensuring

the joint resistance is within the permissble limit as per IS, of following types &

sizes: 3C/3.5C/4C

13 Cable Termination Kit (With Lugs) 8 No. 972.00

Providing & fitting heat shrink cable termination / jointing kits for 1.1kV grade

PVC/ XLPE insulated cable including necessary earth connectivity connection,

material & consummables making the termination/ joint complete ensuring

the joint resistance is within the permissble limit as per IS, of following types &

sizes: 3C/3.5C/4C

14 Cable Termination Kit (With Lugs) 12 No. 852.00

Providing & fitting heat shrink cable termination / jointing kits for 1.1kV grade

PVC/ XLPE insulated cable including necessary earth connectivity connection,

material & consummables making the termination/ joint complete ensuring

the joint resistance is within the permissble limit as per IS, of following types &

sizes: 3C/3.5C/4C

15 Making Trench in Soft Soil of Suitable width of 90 cm deep for laying cable and 120 RMT 55.00

back filling the same and making the surface as normal Ground. (LT Cable)

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

16 Cable Trays & Accessories: 80 RMT 296.00

Supply & laying GI perforated type cable trays with returned edge / flange,

fabricated from 2.0 mm thk sheet steel in the standard length of 2.5 mtrs, duly

hot dipped galvanized after fabrication as per IS 2629-1989 / IS 4759-1984

including accessories such as coupler plates/ fish plates, bends, tees, reducers,

elbows, covers and electro-galvanized hardware etc, erected on existing

support as per specification and instruction of Engineer-in-charge.

150(W) x 35(H) x 2.0 mm Thick

17 Cable Trays & Accessories: 80 RMT 497.00

Supply & laying GI perforated type cable trays with returned edge / flange,

fabricated from 2.0 mm thk sheet steel in the standard length of 2.5 mtrs, duly

hot dipped galvanized after fabrication as per IS 2629-1989 / IS 4759-1984

including accessories such as coupler plates/ fish plates, bends, tees, reducers,

elbows, covers and electro-galvanized hardware etc, erected on existing

support as per specification and instruction of Engineer-in-charge.

300(W) x 35(H) x 2.0 mm Thick

18 Maintenance free Chemical Earthing 4 Lot 5,703.00

Supplying & erecting earth pit of minimum bore dia.150mm size approved

make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-

1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of

50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-

250 Micron galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge dissipation

suitable for following type of applications with chamber and heavy duty cover.

(A)(approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer

Incharge has to ensure the value of earthing resistane mentioned in test

Certificate) & having back filling compound of (B) Inner chemical (CCM

Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to retain moisture for

long time Necessary test report must be submitted by Agency. (a) For

Electrical Installation up to 11 KV in normal soil, Length of pipe - 2 Mtr, Back

filling compound - 1 Nos Bag of 25 Kg.

19 Providing and erecting required size HOT deep galvanized iron strip for 400 Kg 77.00

earthing of HT and LT components using proper clamps.

20 Indoor & Outdoor Lighting & Ventilation System: Design, supply, erection, 1 Lot 92,530.00

testing and commissioning of suitable general lighting arrangement for pump

house, electrical room, transformer yard & switchyard area including required

lighting fixtures, fittings, point wiring, distribution box, street lighting poles

with junction box, exhaust fan etc. with complete job. (a) Point wiring for

Light/ Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm

(green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand

copper wires, in following type of pipe to be erected concealed in/ flushed on

wall /ceiling, complete with 6A Tissino type ISI marked flush type switch/ bell

push and accessories erected on Metal/ PVC Box covered with 3 mm thick PC

(Polycarbonet)/ Acrylic sheet with necessary Lamp holder/ ceiling rose/

H.D.Connector as directed. as per specification.- 20 Pt. (b) 22 W, LED indoor

Fixtures and associated fittings for Electrical/ Switchgear/ Control/ Office

Room - 6 Nos. (c) Supplying and fixing of the ceiling fans of approved make for

electrical room with 1200mm sweep, white color, double ball bearing, 300mm

long down rod, Electronic type ANCHOR/MK make regulator and accessories

i.e. screws, wall nuts etc.- 2 Nos. (d) Supplying and erecting approved make

oscillating type bracket fan, A.C. 230 V, 50 Hz, 400/450 mm sweep, wall-

mounted, with height adjustment and rotary tilting device, complete with

guard, flexible core, plug top, and complete erection with lead wires, as

directed. - 2 Nos. (e) Providing and erecting Mains with 1.1 KV grade FRLS PVC

insulated ISI marked standard 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

2 Wire 2.5 sq.mm (For Outdoor Lighting) - 300 RMT. (f) LED Flood lighting

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

21 Fire & Safety Equipments: Design, supply, erection, testing and commissioning 1 Lot 35,263.00

of safety accessories for all electrical equipment/ system. (a) Supply 4.00 mm

thick Rubber Mat for LV of required length and breath.- 6 Sq.Mtr (b) Providing

printed Instruction Chart both in English and Gujarati and duly framed with

front glasses for treatment of person suffering fron electric shock.- 2 Nos. (c)

Supplying standard First Aid Box with all the standard contents- 2 Nos. (d) Fire

Bucket with 9 Litre Capacity- 4 Nos. (e) Fire Bucket Stand- 1 No. (f) Fire

Extinguisher (CO2 Type-4.5 kg)- 4 Nos. (g) Rubber Hand Gloves- 2 Pairs

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-19 :- Electrical Work at Jangar Village For Booster Sump to Village Sump

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

1 MCCB BOX: 1 No. 6,723.20

Providing and erecting approved make four-pole moulded case circuit breaker (MCCB) having

breaking capacity (Icu) of 25 kA at 415 V, with normal current rating ranging from 25 A to 100 A,

with fixed thermal and magnetic release, suitable for operation on A.C. supply 50 Hz, complete with

all internal connections, tinned copper spreaders, and complete erection in 16-gauge MS housing,

with Ics = 100% of Icu, complete in all respects.

2 BUSBAR CHAMBER 1 No. 2,577.00

Supply & erection bus bar chamber conforming to IS-375 fabricated from 16 G.M.S.sheet, dust &

vermin proof having hinged door with rubber gasket and necessary busbar supports with aluminium

busbar having current density not more than 0.8 A/ sq. mm (Rated current/ cross section area) duly

wrapped with colour insulation tape for phase sequence, three phase & neutral each suitable for

following current capacity with necessary painting mounted on wall or pedestal frame of required

size with necessary connections.

Suitable upto 100A

3 Control Panel Board 10 HP 3 No. 9,128.00

Supply at Site, Storage, Erection, Installation, Testing & Commissioning of 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 accessories.

4 Lighting Distribution Board (LDB): 1 No. 4,652.00

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 &

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 4 way Prewired Lighting Distribution Board Suitable to house :

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

Outgoing: 20A SP MCB (2 nos.), 16A SP MCB (2 nos.)

5 MV Cable 100 RMT 108.00

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 16 Sq. mm Al. XLPE

6 MV Cable 360 RMT 120.00

PVC insulated flat submersible cable as per detailed technical specifications of R/C of GWSSB

conforming to IS 694, IEC 60227 / 60228. Auto transformer starter Panel to Motor -1 &

3.0 C x 6 Sq. mm Flat PVC Copper Cable (With Lugs)

7 MV Cable 60 RMT 141.00

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

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

4C X 4 Sq.mm Copper cable

8 Cable Glands 10 No. 154.00

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 16 Sq. mm

9 Cable Glands 6 No. 120.00

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 10 Sq. mm

10 Cable Glands 4 No. 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 Sq. mm

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

11 Cable Termination Kit (With Lugs) 14 No. 852.00

Providing & fitting heat shrink cable termination / jointing kits for 1.1kV grade PVC/ XLPE insulated

cable including necessary earth connectivity connection, material & consummables making the

termination/ joint complete ensuring the joint resistance is within the permissble limit as per IS, of

following types & sizes:

12 Making Trench in Soft Soil of Suitable width of 90 cm deep for laying cable and back filling the same 60 RMT 55.00

and making the surface as normal Ground. (LT Cable)

13 Cable trays 40 RMT 296.00

Supply & laying GI perforated type cable trays with returned edge/ flange, fabricated from 2.0 mm

thk sheet steel in the standard length of 2.5 mtrs, duly hot dipped galvanized after fabrication as

per IS 2629-1989 / IS 4759-1984 including accessories such as coupler plates/ fish plates, bends,

tees, reducers, elbows, covers and electro-galvanized hardware etc, erected on existing support as

per specification and instruction of engineer in charge.

150(W) x 35(H) x 2.0 mm Thick GI perforated type cable tray with GI couplers plate & nut bolts

14 Maintenance free Chemical Earthing 2 Lot 4,546.00

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes

having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value

surrounded by highly conductive compound with high charge dissipation suitable for following type

of applications with chamber and heavy duty cover. (A)(approved make OEM has to submit test

certificate including value of earth resistance of installation duly stamped and signed by agency and

officer Incharge has to ensure the value of earthing resistane mentioned in test Certificate) &

having back filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter

testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:-

<2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long

time Necessary test report must be submitted by Agency. (a) For Electrical Installation up to 440V

in normal soil Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

15 Providing and erecting required size HOT deep galvanized iron strip for earthing of HT and LT 150 Kg 77.00

components using proper clamps.

16 Indoor & Outdoor Lighting & Ventilation System: Design, supply, erection, testing and 1 Lot 64,100.00

commissioning of suitable general lighting arrangement for pump house, electrical room,

transformer yard & switchyard area including required lighting fixtures, fittings, point wiring,

distribution box, street lighting poles with junction box, exhaust fan etc. with complete job. (a)

Point wiring for Light/ Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm (green)

both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type

of pipe to be erected concealed in/ flushed on wall /ceiling, complete with 6A Tissino type ISI

marked flush type switch/ bell push and accessories erected on Metal/ PVC Box covered with 3 mm

thick PC (Polycarbonet)/ Acrylic sheet with necessary Lamp holder/ ceiling rose/ H.D.Connector as

directed. as per specification.- 10 Pt. (b) 22 W, LED indoor Fixtures and associated fittings for

Electrical/ Switchgear/ Control/ Office Room - 4 Nos. (c) Supplying and erecting approved make

oscillating type bracket fan, A.C. 230 V, 50 Hz, 400/450 mm sweep, wall-mounted, with height

adjustment and rotary tilting device, complete with guard, flexible core, plug top, and complete

erection with lead wires, as directed. - 2 Nos. (d) Providing and erecting Mains with 1.1 KV grade

FRLS PVC insulated ISI marked standard 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 2 Wire 2.5 sq.mm (For Outdoor Lighting) - 200 RMT. (e) LED Flood lighting

fixture with all necessary fittings- 70W for outdoor application (For Roads & area lighting)- 6 Nos.

17 Fire & Safety Equipments: Design, supply, erection, testing and commissioning of safety 1 Lot 17,970.00

accessories for all electrical equipment/ system. (a) Supply 4.00 mm thick Rubber Mat for LV of

required length and breath.- 4 Sq.Mtr (b) Providing printed Instruction Chart both in English and

Gujarati and duly framed with front glasses for treatment of person suffering fron electric shock.-1

Nos. (c) Supplying standard First Aid Box with all the standard contents- 1 Nos. (d) Fire Extinguisher

(CO2 Type-4.5 kg)- 2 Nos. (e) Rubber Hand Gloves- 2 Pairs

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

Executive Engineer, Deputy Executive Engineer,

P. H. Mech. Division, P. H. Mech. Sub Division,

Junagadh Veraval

NAME OF SCHEME : Augmentation of Maliya Part - II Regional Water Supply Scheme

Taluka :- Maliya Hatina, Veraval, Dist :- Junagadh, Gir somnath

SCHEDUAL B-20 :- Electrical Work at Different Villages

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

1 MCCB BOX: 12 No. 6,723.20

Providing and erecting approved make four-pole moulded

case circuit breaker (MCCB) having breaking capacity (Icu) of

25 kA at 415 V, with normal current rating ranging from 25 A

to 100 A, with fixed thermal and magnetic release, suitable

for operation on A.C. supply 50 Hz, complete with all internal

connections, tinned copper spreaders, and complete erection

in 16-gauge MS housing, with Ics = 100% of Icu, complete in

2 MCCB BOX: 1 No. 8,773.60

Providing and erecting approved make four-pole moulded

case circuit breaker (MCCB) having breaking capacity (Icu) of

35 kA at 415 V, with normal current rating of 125 A, fixed

thermal and magnetic release, suitable for operation on A.C.

supply 50 Hz, complete with all internal connections, tinned

copper spreaders, and complete erection in 16-gauge MS

housing, conforming to Cat-III with Ics = 100% of Icu,

complete in all respects.

3 BUSBAR CHAMBER 13 No. 2,577.00

Supply & erection bus bar chamber conforming to IS-375

fabricated from 16 G.M.S.sheet, dust & vermin proof having

hinged door with rubber gasket and necessary busbar

supports with aluminium busbar having current density not

more than 0.8 A/ sq. mm (Rated current/ cross section area)

duly wrapped with colour insulation tape for phase sequence,

three phase & neutral each suitable for following current

capacity with necessary painting mounted on wall or pedestal

frame of required size with necessary connections.

Suitable upto 125 A

4 Control Panel Board 10 HP 9 No. 9,128.00

Supply at Site, Storage, Erection, Installation, Testing &

Commissioning of 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

5 Control Panel Board 15 HP 3 No. 11,119.00

Supply at Site, Storage, Erection, Installation, Testing &

Commissioning of 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

Sr. No. Description of Items Qty. Unit Rate(Rs.) Amount (Rs.)

6 Control Panel Board: 1 No. 24,276.00

SITC of Auto Transformer Starter suitable for local & remote

pump control application consisting of Auto Transformer

(vacuum impregnated, air cooled having three (3) tappings at

50%, 65% and 80%), incomer MCCB / MPCB, overload relay

and contactors as per Type II coordination including digital

MFM with RS 485 communication port, analogue type