ARC for Execution of emergency civil work under Navsari Rural Division.

NAME OF WORK:-“ARC for Execution of emergency civil work under

Navsari Rural Division.”

TIME LIMIT :- Twelve months

Name of Tenderer’s:-

1) TENDER FEE :- 1000/- +18% GST = Rs

Tender fee DD No. Rs. .

Receipt No-___________ Book No-____________

2) Earnest Money Deposit Rs. 10,000.00/-.

EMD DD No. Dtd. .

Receipt No-___________ Book No-____________

 Special note for prequalification

Name of work: :-“ ARC for Execution of emergency civil work under

Navsari Rural Division.”

Contractor should submit evidence as a registered civil works contractor in appropriate

class With Govt./ Semi. Govt. i. e. Class “E-2” or enlisted with

DGVCL/MGVCL/UGVCL/PGVCL /GEB / GSECL/ GETCO / DISCOM / Central / State

Government / Semi Government in similar category.

1. Average Annual Financial turnover during the last 3 years, ending 31st March of the

previous financial year, should be at least 30% of the estimated cost (Turnover

2. Experience of having successfully completed similar works during last 3 years ending

last day of month previous to the one in which applications are invited should be either

of the following:-

a. Three similar completed works costing not less than the amount equal to 40% of

the estimated cost.

b. Two similar completed works costing not less than the amount equal to 50% of

the estimated cost.

c. One similar completed work costing not less than the amount equal to 80% of the

estimated cost.

4. The bidder have to submit the copies of similar nature work completion certificate

showing name of owner, name of work, order amount, final completion amount, time

limit commencement date and completion date.

5. Latest Bank Solvency Certificate of minimum 20% amount of tender not older than

one year of opening of technical bid.

6. Separate provident fund code number towards registration of your firm with Regional

P.F. Commissioner if applicable.

7. EMD & Tender fee as described in the tender document.

8. The contractor who has been blacklisted with GUVNL/ DGVCL/ MGVCL/ UGVCL /

PGVCL/ GSECL/ GETCO shall not be considered.

9. The bidder must have Goods and Service Tax (GST) Registration with “ACTIVE” status

& PAN NO and same shall be submitted along with the Tender only. The tender of the

bidder without GST Registration will not be considered.

10. Cancel checked

 Bidder has to upload all the above documents by scanned copies of

original (Notarized/Self attested copies of original) documents with bid

and no physical documents to be called from bidder.

 It shall be sole responsibility of the bidder that the uploaded scanned

documents (in PDF form) remain legible and should not be password

The Bidders shall submit documentary evidences in support of all above Qualification

criteria with duly signed tender copy, failing which the bid will be rejected. The Bidder,

who is newly registered with the Govt./Semi Govt. will be considered with due exemption

in experience and turnover except that all the documents is to be submitted, failing which

the bid will be rejected

No tender shall be accepted / opened in any case after due date and time of receipt of

tender, irrespective of delay due to postal services or any other reasons and the company

shall not assume any responsibility for late receipt of tender.

The above documents will be analyzed and after satisfaction, the price bid will be opened

online only. DGVCL may verify the documents, experience certificates with authority who

have issued such certificates / details.

Sign and seal of supplier

Tender Notice No. DGVCLCVLS/NCW/e-file/4438/2026/2019/Civil

Inviting Online Tender

Details about Tender:

Department Name Automatic System Generated

Circle/Division Automatic System Generated

DGVCLCVLS/NCW/e-

IFB No / Tender Notice No. file/4438/2026/2019/Civil

Name of Project “ ARC for Execution of emergency civil

work under Navsari Rural Division.”

“ ARC for Execution of emergency civil

work under Navsari Rural Division.”

Estimated Contract Value (INR) Rs. 10,00,000.00/-

Period Of Completion(in Months) Twelve months

Mode of Tender Open

Tender Currency Type Single

Tender Currency Settings -----------

Joint Venture Not Applicable

Rebate Not Applicable

Sector Category Power and Energy

Form Of Contract Works

Product Category Civil Works

Amount Details:-

Bid Document Fee : Rs. 1180.00 /-

Bid Document Fee Payable To : DGVCL Payable @ Valsad

Bid Security/EMD (INR) : Rs . 10,000.00 /-

Bid Security/EMD In Favour Of : DGVCL Payable @ Valsad

Tender Dates :-

Bid Document Downloading Start

Automatic System Generated

Bid Document Downloading End Date 12/10/2026; 18:00 Hrs.

Pre Bid Meeting (If require) NA

Last Date & Time for Receipt of

Bid Validity Period 180 Days

Submission of only Physical EMD and Tender Fee

document during office hours should be

submitted on or before 17/10/2026 in the Office

of CEO & SE (O&M), DGVCL, Circle Office

Valsad.DAKSHIN GUJARAT VIJ CO. LTD CIRCLE

VASHIER ROAD, COUNTRY CLUB

VALSAD-396001 All the other required

documents mentioned in the special note for

prequalification are to be uploaded scanned in

PDF format in n-procurement only. No physical

submission is acceptable by DGVCL.

Bid Opening Date 19/10/2026; 11:00 am ( if possible )

Other Details:-

The CEO & SE, DGVCL Circle Office,

Officer Inviting Bids :

The CEO & SE, DGVCL Circle Office,

Bid Opening Authority :

DAKSHIN GUJARAT VIJ CO. LTD

Address : CIRCLE OFFICE VALSAD,

VASHIER ROAD, COUNTRY CLUB

Contact Details : 02632-253936/244410

GENERAL TERMS & CONDITION:

 Payment of tender fees can be accepted by D.D/ RTGS/NEFT.

 In case of cash payment (up to Rs. 10000/-), the scanned copy of cash receipt

shall have to be uploaded with the bid.

 In case of payment through DD/Banker’s cheque of any local National Bank in

favors of DGVCL circle office situated at Valsad, the scanned copy of original

document shall have to be uploaded with the bid and original copy of the same

will have to be submitted at the office address specified in the tender document,

within 5 days bid opening.

 Payment of Earnest Money Deposit (EMD) can be accepted by RTGS/NEFT/DD.

(Account details as mentioned in the condition of tender fee)

 In case of cash payment (up to Rs. 10000/-), the scanned copy of cash receipt

shall have to be uploaded with the bid.

 In case of payment through DD/Banker’s cheque/Pay Order/Bank Guarantee of

any local National Bank in favors of DGVCL circle office situated at Valsad, the

scanned copy of original document shall have to be uploaded with the bid and

original copy of the same will have to be submitted at the office address specified

in the tender document, within 5 days bid opening.

 -: Performa of R.T.G.S. Details:-

Sr.No. Particulars Requisite Details

1 Name of Bank STATE BANK OF INDIA

2 Name of Branch STATION ROAD VALSAD

3 IFSC Code SBIN0001631(5TH character is “zero”)

4 Name of Account GUVNL A C DAKSHIN GUJ VIJ CO LTD

Account No (Cash Credit

6 Branch Address STATION ROAD VALSAD

SECURITY DEPOSIT:-

The successful tenders shall be required to further remit amount equivalent to

5% of the order value towards security deposit. This amount will be payable to

Division Office, Navsari Rural. It will be refundable after completion of the

contract & on production of no objection certification.

The successful tendered shall also have to enter into agreement with the DGVCL

towards execution of the contract on non judicial stamp paper of appropriate

value (cost of stamp Rs.300/- shall be borne by the contractor). This agreement

will be executed as per standard format of the Division Office, Navsari Rural

before commencement of the contract.

INDEMNITY BOND:-

The successful contractor shall have to indemnity to the DGVCL for the entire

liability of the employee engaged in the work by contractor. The indemnity should

also cover liability towards road accident done by vehicles of the contractor

during the execution of the work. For this purpose an indemnity bond shall have

to be given in standard format on non-judicial stamp paper of appropriate value

as per rules (cost of stamp Rs.300/- shall be born by the contractor)

TERMINATION OF CONTRACT:-

The contractor is found to be lacking in execution of the work in any manner the

company reserves the right.

1) To get work done through any other agency at the risk and cost of the

2) To cancel the unexecuted part of the contract without any notice and towards

this place the order for that to any other agency at the risk and cost of

defaulter, default by Division Office, Navsari Rural for non execution of

contract, contract shall be terminated and carry out the work as per condition

of booklet of “tenders and contract for works” and SD paid shall be forfeited

and the contractor shall be blacklisted.

Sub : “ ARC for Execution of emergency civil work under Navsari Rural Division.”

1) Contract booklet of DGVCL for “Detailed specification of terms” and

General terms and conditions of work are available for reference in the

office of The E.E. (O&M), DGVCL Division Office, Navsari Rural.The

contractor quoting for this tender is deemed to have gone through this

book of contract booklet and same will be treated as binding of him.

2) The rate should be quoted both in words and figure as per units specified

in the Tender, should there be any discrepancy between the rates quoted

in words and figure. The rates quoted and words should be prevailing.

Further should there be any discrepancy between rates and amount the

rates will prevail.

3) For reinforced cement concreting, centering will have to be done and also

mixture machine and vibrators used, without which the work will not be

allowed. Nothing extra will be paid for excavation other than mentioned in

drawings & measurements.

4) Quantities mentioned in scheduled-B are approximate and before ordering

any materials, prior permission from the Deputy Engineer in charge shall

be taken and nothing extra will be paid for the materials collected in

5) Where company cannot provide water supply, the contractor will have to

make his own arrangement for the water required for construction and

other purposes, and the company does not take any responsibility for the

same. Testing materials should be required before using row materials by

contractor at his own cost.

6) However, during the course of work, later on if company is in position to

supply water to the contractors, the contractor may obtain water from the

company in such case the charges for the water supplied will be recovered

at the rate of 2 percent of the cost of items as executed in which the water

supplied by the DGVCL is used as certified by the Engineer in charge.

7) As mentioned above if the contractor make his own arrangement for the

water required for the water required for the construction & other

purposes & if the contractor is getting water by drilling bore wells or

construction well in the premises of the company or by providing his own

pump on the existing Bore wells/well of the company &uses this water for

civil works, then company will recovered royalty at 0.25 % of the cost of

the items executed in which the water supplied by the Company is used /

consumed .The contractor however will not be allowed to use water by this

way without the permission in writing from engineer in charge.

8) The successful contractor has to execute a work agreement with the

company on stamp paper in Prescribed Performa of the company ,the cost

of stamp papers are to be borned by the contractor.

9) The successful contractor has to give indemnity Bond on stamp papers in

the prescribed Performa of DGVCL. The cost of such stamp papers is to be

borned by the contractor.

10) The prices are inclusive of all government taxes as per government

notifications but except service tax. You will have to quote service tax

11) In case of silent or nothing written or (-) or blank in service tax, it

would be understand that you have quoted rate including service tax. It

means your liability will be paid by you and liability of DGVCL will be

deducted from your bill.

12) Any activity not specifically mentioned in the tender but necessary in

the opinion of Engineer In charge of work must be carried out for

successful completion of the job, on getting approval competent authority

13) Before taking up construction activity, the agency has to cut the trees

which obstruct the working of any diameter , bushes , vegetations, roots

, plants, shrubs, grass etc including stacking and crediting to DGVCL as

directed with no extra cost.

14) No escalation towards labour and material/fuel shall be paid in the

execution of the contract.

15) The contractor shall arrange for insurance coverage for all employees

diploid for the said work in amount approved by the company and

sufficient to protect against the following risk arising during the work.

Accidents and professional and non professional sickness of all labours and

persons engaged in the work as required by the law pursuant to

workmen’s compensation act 1923 or revised version including injury or

death to the third person including without limitation injury of death

caused by any of the construction aids or vehicles or rented machinery,

equipment’s used by the contractor or sub contractor weather at the site

or elsewhere. Damage to the contractor’s tools, machinery, construction

equipment’s, formworks, scaffolding materials etc. due to flood,

earthquake or any such cause, damage to the existing permanent

structure of the company or nearby villages, equipment’s of the company

or of the co-contractor working in the area for other works. All the above

conditions referred for the insurance covered, shall be in effect from the

date of commencement of the work until the company has accepted the

work. In the policies covering the insurance referred above, the company,

contractor and the sub contractor shall be as co-insured where possible.

The cost of insurance shall be borne by the contractor.

16) The electric power can be obtained from DGVCL at site at one mutually

agreed point, as a temporary connection at free of cost. Further

distribution will have to be carried out by the contractor as per

requirement at their own cost. The necessary bills for consumption

charges will be borned by the contractor and the same will be recovered

as per the tariff rate of the DGVCL from time to time as per company’s

17) If your work is found not satisfactory or not progressing according to

scheduled programmer , DGVCL may take such actions as may be deemed

fit to see that the work is completed in time at your risk and cost

18) The Technical Bid of tender are required to be submitted on or before

date 12/10/2026 up to 18:00 Hrs in online only. Submission of only

Physical EMD and Tender Fee document during office hours should be

submitted on or before 17/10/2026 by R.P.A.D./ Speed post at the

following address :

The Chief Executive Officer & Superintending Engineer (O&M),

Dakshin Gujarat Vij Company Ltd.

VASHIER ROAD, COUNTRY CLUB

VALSAD-396001, VALSAD –

With following remarks on top of envelope Tender Offer for “ARC for Execution

of emergency civil work under Navsari Rural Division.”

Signature of Contractor

DGVCL Circle Office, Valsad

SPECIAL CONDITION FOR USE OF CEMENT IN WORK

1. The rates in Schedule-B are inclusive of cement cost. Contractor has to

purchase fresh 53 grade cement confirming to IS 8112 and of approved brand

2. Contractor has to construct kachha godown due to any work so that cement

bags can be preserved properly to avoid damages due to any kind of

3. Contractor has to bring sufficient quantities of cement bags and sufficient

quantities of cement bags to maintain progress of work. The work should not

suffer for want of cement.

4. Cement should give the required strength of cement concrete.

5. To bring sufficient and timely cement at site is fully responsibility of

contractor. Nothing extra will be paid on account of any reason to maintain

progress of work and to complete the work in schedule time.

6. Contractor has to submit material account for consumption of cement used

with every bill. In case of not submitting the same, bill will not be passed.

Party has to submit the copy of cement /purchase bill along with R.A. bill /

7. No negative variation will be allowed for the consumption of cement than

prescribed as per booklet of technical specification of company / mix design

& nothing will be paid extra for over consumption.

8. Contractor is fully responsible for safety of cement at site. Nothing will be

paid on extra on account of safety.

9. If company’s authorized representative wants to check cement stock at site,

contractor has to allow for the same at any time.

10.Contractor has to maintain day to day cement consumption / balance account

11.As far as possible, contractor has to maintain supply cement of only one

brand & grade throughout the work & on account of closure / shortage of

approved brand, cement of other brand in accordance of condition no. (1)

Will be allowed by Engineer- in- charge.

12.Minimum cement consumption considered for cement concrete having grade

of M-15 / M-20 /M-25 is 300 kgs/320 kgs/340 kgs respectively. Contractor

has to use minimum cement as above. Contractor should not use less than

the prescribed quantities of cement even in the case of mix design

recommends lower quantity.

13.Contractor will be allowed to carry out work only after physical verification of

cement brought at site.

GENERAL CONDITIONS: For issue of materials

1. No any material shall be supplied by DGVCL

Signature of Contractor

DGVCL Circle Office, Valsad

TERMS & CONDITIONS REGARDING INDUSTRIAL LAWS & OTHER RELATED

1. Wages to be paid & time of payment etc. by the contractor:-

The contractor shall pay minimum of as per latest minimum wages act or as may

be specified hereafter or rates fixed under the minimum wages act whichever is

higher. The wages of every contract labour employed by him under this contract

shall be paid by him before the expiry of 7th day of the last of the month in respect

of which the wages are payable (i.e wages of month have to be paid him in the

first week of the next month.) The payment shall be discharge in the presence of

Management representative during the working hours in factory premises & the

contractor shall get entries certificated in the register of wages by the

representative of the Board. Any default will result in cancellation of contract

forthwith or else the contractor shall be punishable to the extent of Rs. 100 / fine

The Contractor shall give his telephone number and address to the DGVCL, so that

in case of labour trouble etc. the contractor can be contacted.

2. Labour Laws:-

Person below age of 18 years shall not be employed for the work.

No female worker shall be employed in the night shift between 7 p.m to 6 a.m

Contractor shall maintain a valid labour license under the contract labour

(Regulation & abolition) act for employing necessary manpower to be required by

him. In the absence of such license the contact shall comply with as under.

1. Payment of contribution by way of employer’s contribution towards provident

fund, family pension scheme, Deposit linked insurance scheme, Administrative

charges etc. at the rates applicable from time to time by Government of Gujarat

/ Government of India or other statutory Authority.

2. Payment of deposit in respect of each contract labour at the rate of Rs.30/ with

the office of frame there under of labour as per control labour. (Regulation &

abolition) Act.

3. License fee as prescribed under the control labour (Regulation & abolition) Act &

rules frame there under depend upon the number of workmen employed by the

4. Paid leave facility & wages as per the provision of the factories act at the rate of

one day for every 20 days of working.

5. Identity cards as prescribed under the facilities act with photo affixed there to

the same for identification.

6. Payment of retrenchment compensation notice pay & other liabilities as per

industrial disputes Act. Any payment to the contractor’s employees arising out

of any claim or disputes under the industrial dispute act 1947 or any other labour

7. Payment of compensation in case of accident injury.

8. Provision of ereche if the female labours employed are more than 30 numbers.

9. Maternity leaves as per the provision of maternity Benefit Act.

The above are some of the major liabilities of the contractor in addition to other

liabilities prescribed under the various labour laws in force from statutory authorities

like state Government / Government of India which the contractor shall have to

3.Provident fund & Family pension scheme:-

The contractor shall submit along with his bill (month wise) a statement regarding

deductions against employees provident fund & family pension scheme in respect

of each concerned against employee. provident fund & family pension scheme at

the rate of 8.33% ( or at the rate made applicable by the Government from time to

time ) of the wages. The contractor’s contribution & his workers contribution

towards provident fund, family pension scheme shall be deposited by the contractor

with Regional provident fund commissioner , Ahmadabad.

4.Deposit Link Insurance:-

The contractor shall have to deposit 0.5% of the wages in respect of employees who

is a member of the provident fund as the contribution to the Deposit link insurance

scheme with Regional provident fund commissioner, Ahmadabad.

5.Administrative charges:-

Administrative charges for monitoring provident fund A/C shall be deposited by the

contractor with Regional provident fund commissioner, Ahmadabad at the rates

Paid leave facilities:

Paid leave facility at the rate of one day of every 20 days worked by the contractor

labour shell be provided by the contractor to his workers. He shells maintain leave

record/ leave card for individual labour, which shall be duly verified and approved /

certified by the authorized officers of the DGVCL.

6.Workmen’s compensation fund & employer’s liability Insurance:-

The contractor shall cover all his employees under workmen’s compensation fund &

under the liability insurance.

The contractor shall employ adequate number of experience staff at site for daily

supervision & for maintenance of various register & records required under the law

& contract. No payment for supervision shall be admissible.

7.Contractor to Indemnity the DGVCL:-

The contractor shall indemnity the company & every member officer & employees

of the company also. Engineer in charge his staff against proceedings claims,

demands, costs & expenses what so ever arising out of or in connection with the

matters referred herein above elsewhere & against all actions. Proceedings claims,

demand costs & expenses which may be made against the DGVCL or Government

for or in respect of or formance of his obligation under the contract documents. The

DGVCL shall not be liable for in respect of or in consequences of any accident or

injury to any workmen or other person in the employment of contractor or his sub

contractor & the contractor shall indemnity & keep indemnified The company against

all each damage & compensation & against all claims, demands, proceedings costs,

charges & expenses what so ever in respect thereof in relation there.

8.Work compensation & employer’s liability insurance:-

Insurance shall be affected for all the contractor’s employees engaged in the

performance of his contract if any of the work is subject the contractor shall require

the sub contractor to provide workmen’s employees unless such employees are

covered under the contractor’s insurance.

The DGVCL reserves the right to terminate this date of contract at any time during

its pendency without giving notice of termination or any reasons thereof.

The DGVCL will be entitled to deduct directly from the bills, to be paid to the

contractor any sum payable by you & which sum / sums the DGVCL is required to

pay a principal employer on account of your default in respect all liabilities referred

to in above clauses.

9. PENALTY FOR DELAY:

The time limit allowed for carrying out the work as entered in the tender shall strictly be

observed by the contractor and shall be reckoned from the date on which the order to

commence the work is given to the contractor. The work shall throughout the stipulated

period of contract proceed with due diligence (time being deemed to be essence of

contract) and for delay, the contractor shall pay compensation, an amount equal to half

percent (0.5%) per one week/part of week on the work carried after time limit out

completed or on contract amount of work or such smaller amount as per the decision of

the Competent Authority of the DGVCL plus GST at 18% on penalty amount.

However, the total amount of compensation to be paid by the contractor, under the

However, the total amount of compensation to be paid by the contractor, under the

provision of the clauses shall not exceed 10% of the amount of contract value as decided

by the competent authority of the DGVCL. The penalty will be invariably deducted from

the bills of the contractor and no refund will be given unless the competent authorities

approve the reduction the reasons for delay attributable to DGVCL as well as to party

will be brought out clearly while putting the proposal for waiver reduction in penalty

10. WATER SUPPLY CONNECTION:

The contractor has to make his own arrangement of water for construction activity at his

own cost. However, if possible, the water supply from line of DGVCL will be given at one

mutually agreed point as per the contractor’s request. Further distribution will have to

be carried out by the contractor as per his requirements and at his cost. Water shall be

supplied on chargeable basis and recovery for water charges shall be made at two

percent of the cost of items as executed in which the water supplied by Company is used

& as certified by the EIC. If the contractor drilling bore well at his own cost, in the

premises of Company after getting necessary approval and using water after providing

his own pump then company will recover royalty at ¼% of the cost of the items as

executed in which the water is used.

11. ELECTRIRURAL CONNECTION:

The electric power can be obtained from Dakshin Gujarat Vij Company Ltd., at site at

one mutually agreed point, as a temporary connection (connection only) at free of cost.

Further distribution will have to be carried out by the contractor as per requirements at

their own cost. The necessary bills for consumption charges will be recovered as per the

tariff rate of Dakshin Gujarat Vij Company Ltd. from time to time as per Company’s rules.

Signature of Contractor

DGVCL Circle Office, Valsad

ARC for Execution of emergency civil work under Navsari Rural Division

misc. work, addition alteration , Repairing etc from below mentioned item list with

approved rates of R&B SOR, DGVCL SOR, CPWD SOR to be carried out in Office

premises/campus under offices under jurisdiction of Navsari Rural Division.

This estimate is based on the SOR for Navsari district of R & B dept. PWD,

GOVT. OF GUJARAT for the year 2024-25

Item Description Rate Unit

1 Filling available excavated earth (excluding rock) in 132.33 Cumt

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

2 Filling in plinth with sand under floors including watering 467.02 Cumt

ramming, consolidating and dressing complete (upto

3 Filling in foundation and plinth with murrum or selected 293.36 Cumt

soil in layers of 20cm. thickness including watering,

consolidating etc. complete. (upto 10 ton)

4 Add extra for Disposing off the excavated stuff of 128.00 Cumt

above items for lead of (E) 400 to 500 m

5 Excavation for foundation upto 1.5 m depth including 118.82 Cumt

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(A) Loose or

6 Excavation for foundation upto 1.5 m depth including 151.81 Cumt

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

7 Excavation for foundation for depth from 1.5 m to 3.0 m 164.70 Cumt

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

8 Providing and laying cement concrete 1:4:8 (1- Cement : 2720.01 Cumt

4- coarse sand : 8- hand brokenstone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (upto 10 ton)

9 Providing and laying cement concrete 1:2:4 (1- Cement : 3676.90 Cumt

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (upto 10 ton)

10 Providing TMT Bar FE 500 reinforcement for R.C.C. work 76.52 Kg

including bending, binding and placing in position

complete upto floor two level (upto 10 ton)

11 Providing and laying controlled cement concrete 9075.60 Cumt

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in (A) BEAMS :(ii) Having

cross-sectional area more than 0.08Sq.M and upto

12 Providing and laying controlled cement concrete 12136.37 Cumt

M.150exposed work with curing etc. complete including

the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(B) COLUMNS:(ii) Having

cross-sectional area more than 0.08 Sq.M and upto

13 Providing and laying controlled cement concrete M.200 10656.09 Cumt

exposed work with curing etc. complete including the cost

of formwork but excluding the cost of reinforcement for

R.C.C. work in (A) BEAMS :(ii) Having cross-sectional area

more than 0.08Sq.M and upto 0.12 Sq.M

14 Providing and laying controlled cement concrete M.200 12452.80 Cumt

exposed work with curing etc. complete including the cost

of formwork but excluding the cost of reinforcement for

R.C.C. work in (B) COLUMNS:(ii) Having cross-sectional

area more than 0.08 Sq.M and upto 0.18 Sq.M

15 Brick work using common burnt clay building bricks having 4243.38 Cmt

crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:6 (1- Cement :

6 - fine sand)(C) Fly Ash Bricks (upto 10 ton)

16 Extra for brick work in superstructure above plinth level 279.06 cmt

upto floor two level(C) Fly Ash Bricks

17 (i) Half brick masonry in common brunt clay building 628.09 SMt.

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in foundation and plinth (C)Fly Ash Bricks (upto

18 Extra for half brick masonry in superstructure above 53.96 smt

plinth level upto floor two level. (C)Fly Ash Bricks

19 Providing and fixing 25 mm thick shutters for cupboards 3109.95 Sqmt

etc. including anodised alluminium butt hinges with

necessary screws. (A) Indian teak wood. (i) Fully Panelled.

20 Providing and fixing M.S. grills of required pattern to 104.14 Kg.

wooden frames of windows etc. with M.S. flats at required

spacings and frame alround, square or round bars with

round headed bolts and nuts or by screws (A) Plain Grill.

21 Providing and fixing glazed louvered glass windows and 4160.51 Sqmt

ventilators with teak wood frame 10cm. x 7cm. Size

including 3 coats of oil painting to wood work

etc.complete. (upto 10 ton)

22 Providing and fixing 35 mm thick shutters for Doors, 5285.45 Sqmt

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat

of approved quality and two coats of oil painting etc,

complete. (ii) Fully Panelled.

23 Providing and fixing 30mm thick FACTORY MADE SOLID 1135.02 Sqmt

PANEL PVC DOOR SHUTTER consisting of frame made out

of M.S. tubes of 19 gauge thickness and size of 19mm x

19mm for stiles and 15mm x 15 mm for top and bottom

rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture, M.S. frame shall be

covered with 5 mm thick heat moulded PVC ‘C’ channel of

size 30 x 50 mm forming stiles, and 5mm thick 75mm wide

PVC sheets for top rail, lock rail and bottom rail on either

side, and 10mm (5mm x 2) thick, 20mm wide cross PVC

sheet as gap insert for top rail and bottom rail, Panelling

of 5 stiles and rails with 30mm wide x 5mm thick PVC

sheet beading on eighter side, and joined together with

solvent cement adhesive,. An additional 5mm thick PVC

strip of 20mm width is to be stculk on the interior side of

the ‘c’ channel using PVC solvent cement adhesive etc.

complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

24 Steel work, welded in built up sections framed work 90.18 Kg.

including cutting, hoisting, fixing in position and applying

a priming coat of read lead paint. (A)In beams and joists,

channels angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters and the like

25 Providing and fixing in position callapsible steel shutters 5921.53 Sqmt

with vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size with top and bottom rails of

T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys

complete with bolts, nuts, locking arrangements, stoppers

handles including applying a priming coat of read lead

paint. (upto 10 ton)

26 Providing and fixing extruded aluminum window having 2119.14 Sqmt

extruded aluminum Colour Powder Coated section frame

main outer size 127mm x 38.10mm x 1.35mm (of Jindal

Section no:2443,@ Wt.1.384 Kg/mt),horizontal Four track

member size 122.20mm x 31.75mm x 1.10mm (of Jindal

Section no:8787,@ Wt. 1.205 Kg/mt),vertical member of

size 122.20mm x 31.75mm x 1.50mm (of Jindal Section

no:8935,@ Wt. 1.398 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (of

Jindal Section no:8949 @ wt.of 0.456Kg/mt),vertical

member of size 40mm x 18mm x 1.29mm (of Jindal

Section no:8947 @ wt.of 0.456Kg/mt/Section 8948,@ Wt.

0.457 Kg/mt) with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing to

27 Providing and laying polished kota stone slab 25mm thick 1078.40 Sqmt

in risers of steps,skirting Dedo and pillars laid on 10mm

thick cement mortar 1:3 (1-Cement : 3 coarse sand) and

jointed with gray cement slury mixed with pigment to

match the shade of slab including rubbing and polishing

etc. complete. (upto 10 ton)

28 Providing and laying cement concrete pavement (25mm 4431.03 Cumt

to 50mm thick) with 1:2:4 (1-cement : 2-coarse sand : 4-

stone aggregate 20mm nominal size) including finishing

with floating coat of neat cement complete. (upto 10 ton)

29 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 1418.59 Sqmt

mm (average) base of cement mortar 1:6 ( 1 cement:

coarse sand) on new surface or fixing on existing flooring

by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including

finised with flush pointing & cleaning the surface etc.

complete for light shade (upto 10 ton)

30 Providing and fixing pre-cast Rubber Dye inter locking 697.10 Sqmt

concrete block 60mm thick w ith grade of concrete M300

pnumatic compressed by mechanically pressed and as per

approved design including 75mm Sand layer for levelling

and filling the joint with sand in proper line and level etc

31 Providing and laying Ceramic tiles 6mm thick in flooring 984.48 Sqmt

treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing

with flush pointing in white cement. (upto 10 ton)

32 Providing and laying Marbo Grenite tiles 8 to 10 mm thick 1047.73 Sqmt

, 24'' x 24'' in flooring treads of steps and landing laid on

a bed of 12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand ) finishing with flush pointing in white

cement. (upto 10 ton)

33 Providing and laying white glazed tiles 6mm thick in 1047.73 Sqmt

skrting risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement : 3- coarse sand) and jointed with

white cement slurry (upto 10 ton)

34 Providing and laying Ceramic tiles 6mm thick in skrting 988.00 Sqmt

risers of steps and dedo on 10mm thick cement plaster

1:3 (1-cement : 3- coarse sand) and jointed with white

cement slurry (upto 10 ton)

35 Providing and laying Marbo Grenite tiles 8 to 10 mm thick 1158.40 Sqmt

, 24'' x 24'' in skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry (upto 10 ton)

36 Providing and laying polished Kota stone slab flooring over 1068.72 Sqmt

20mm (Average) thick base of cement mortar 1:6 (1-

cement : 6- coarse sand) or L.M. 1.1.5 laid over and

jointed with grey cement slurry including rubbing and

polishing etc. complete. (B) 30 mm thick (upto 10 ton)

37 Providing and laying white glazed tiles 6mm thick in 930.87 Sqmt

flooring treads of steps and landing laid on a bed of 12mm

thick cement mortar 1:3 (1-cement : 3-coarse sand )

finishing with flush pointing in white cement. (upto

38 Providing asbestos cement sheets roofing fixed with G.I J 375.00 Sqmt

or L hooks, bolts & nuts 8mm dia. C.I. plain and bitumen

washer complete excluding the cost of purlins, fagters and

trusses. (A) Corrugated sheet (i) 7mm thick (upto 10 ton)

39 Providing corrugated G.I. sheet of class-3 roofing fixed 726.92 Sqmt

with glavanished iron J or L Hooks, Bolts and nuts 8mm

diameter with bitumen and G.I. limpet washer or G.I.

limpet washer. filled with white lead complete excluding

the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick

sheet. (upto 10 ton)

40 Providing and fixing ridges and hips in asbestos cement 149.00 Rmt

sheets roofing with G.I. J or L hooks, bolts and nuts 8mm

dia. G.I. plain and bitument washers complete. (D) North

light adjustable ridge.

41 Providing and fixing five courses water profing treatment 478.33 Sqmt

with bitumen felt consisting of second and fourth course

of blown / bitumen or/ and residual bitumen applied hot

at 1.2 kg.per Sq.M.of area for each course and first course

with fibre base bitunen saturated under lay type land

third course with fibre base self finished felt type 2 grade

1 and fifth and final course of stone grit 6mm and down

size or pea sizes gravel spread at 0.008 Cu. Metre / Sq.

metre including preparation of surface excluding grading

complete. (upto 10 ton)

42 Providing and fixing and embedding sand, C.I. rain water 310.73 Rmt

pipes in the masonry surrounded with 12mm thick cement

mortar of the same mix as that of masonry. (A) 75 mm

43 Providing and Fixing 6 mm thick Lexan Polycarbonate 1427.62 Sqmt

multi wall roofing sheet fixed with hilti screw and rubber

silicon sealer and alluminium strip of size 50 x 3 mm etc

complete as directed by Engineer in charge.

44 Providing and fixing eco-friendly light weight calcium 1657.57 Sqmt

silicate false ceiling tiles having Tegular edge & 15 mm

Thick Densified edges on the Tile Periphery for Extra

Strength The Light weight calcium silicate ceiling tiles shall

have , light reflection 85% non-combustible as per B.S.

476 part IV, 100% humidity resistance and also having

thermal conductivity0.043° w/m KC.for the best thermal

Insulation . The Light weight calcium Silicate tile shall be

of approved texture Fine fissured/ Spintone/Cosmos

having NRC value of 0.5 & Globe having NRC value of

NRC or equivalent of size 595 X 595 mm to be laid on true

horizontal level suspended inter locking metal grid of hot

dipped galvanized steel sections (galvanizing @120 grams

per sqm including both side) consisting of main ‘T’ runner

suitably spaced at joints to get required length and size of

24X38mm made from 0.30 mm thick (minimum) sheet,

1200mm centre to centre, and cross ‘T’ of size 24X28mm

made out of 0.33mm

45 Providing and fixing single layer waterproof gypusm board 600.94 Sqmt

12.5 mm thick of the make Newgood Group Co. Ltd. or

equivalent & Newgood Group Co. Ltd. company sections

using waterproof board of size 1220 mm x 1830 mm x

mm suspended by G.I suapender of size 25 mm x 3 mm

with intermediate channel of size 18 mm x 40 mm x

mm at 1220 mm center to center ceiling section of size

mm x 35 mm x 0.55 mm at 457 mm center to center and

perimetre chanel A of size 20 mm x 27 mm x 30 mm x

0.50 mm at edges & drops including paper tap sand sofit

cleat, anchor fastener, scoch bolt connecting cleat joining

compound top coat on ceiling including making necessary

opening for light fitting, diffuser etc. complete as per

detail drawing as directed.

46 Extra for finishing with a floating coat of neat cement 48.92 Sqmt

slurry. (upto 10 ton)

47 Extra for plastering on ceilings and sofits of stairs upto 25.18 Sqmt

floor two level instead of plastering on walls.

48 20mm thick sand faced cement plaster on walls upto 335.79 Sqmt

height 10 metres above ground level consisting of 12mm

thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand)

49 Providing cement vata (10cm. x 10 cm. size) quarter 24.04 RMt.

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

50 Providing 15mm thick cement plaster in single coat on 196.95 Sqmt

Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1- cement:3-sand)

51 Removing dry or oil bound distemper by a washing and 11.47 Sqmt

scraping and sand papering the wall surface smooth

including necessary repairs to scratches complete.

52 Extra for removing dry oil bound distemper on ceilings and 1.62 Sqmt

53 Finishing wall with water proofing cement paint of on wall 58.12 Sqmt

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after

thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

54 Wall painting (two coats) with plastic manufacture on 80.25 Sqmt

undecorated wall surface to give an even shade including

throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered

55 Extra for every subsequent coat of wall painting with 41.12 Sqmt

plastic emulsion pain of approved brand.

56 Extra for painting with plastic emulsion paint of approved 5.49 Sqmt

brand on ceilings and sloping roofs.

57 Extra over item 59 for every subsequent coat of painting 2.27 Sqmt

with plastic emulsion paint on ceiling and slopping roofs.

58 Applying priming coat over new steel and other metel 35.04 Sqmt

surface after and including preparing the surface by

throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming paint brushing

59 Painting two coats (excluding priming coat) on new steel 88.47 Sqmt

and other metal surface with enamel paint, brushing,

interior to give an even shade including cleaning the

surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.

60 Painting two coats (excluding priming coat) on new wood 89.11 Sqmt

and wood based surface with enamel paint, interior to

give an even shade including cleaning the surface of all

dirt, dust and other foreign matter sand papering and

61 Polishing with french polish on previously polished wood 69.92 Sqmt

and wood based surface to give an even surface including

cleaning, the surface of all dirt, dust and sand papered

smooth and including a coat of wood filler.

62 Appliying wax polish on previously wax polished wood 36.98 Sqmt

and wood based surface with bees wax polish in

proportion of 2:1.5 :1:0.5 (2-Bees wax : 1.5 Linseed oil :

1- Turpentine : 0.5 varnish by weight to give an even

surface including cleaning the surface of all dirt dust and

sand papered smooth.

63 Finishing wall with weather proof exterior emulsion paint 116.24 Sqmt

on wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc

64 Applying two coats of putty & two coats of primer of 40.19 Sqmt

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign

matter and sand papered smooth.

65 Appliying priming coat over new wood and wood based 41.17 Sqmt

surface after and including preparing the surface by

throughly cleaning oil, grease, dirt and other foreign

matter, sand papering and knotting. (B) Ready mixed

paint brushing wood primier pink.

66 Writing letter or figures on any surface with black japan 3.56 Per Letter per

paint (stops,comas, hyphens and the like not to be cm/Ht

measured and paid for separately) (ii) Indian

(Letters/Figures)

67 Demolition including stacking of serviceable materilas and 1073.56 Cumt

disposal of unserviceable materials with all lead and lift.

68 Dismentaling tiled of stone floors laid in mortar including 48.92 Sqmt

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.

69 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water 76.20 Rmt

pipes with fittings and clamps including stacking the

materials with all lead and lift ( for any dia, of pipe)

70 Dismantling santtary fittings like wash basin . W.C. pan 411.67 No.

Indian and European type, flushing tank etc. including

stacking the materials with all lead and lift.

71 Scraping oil paint from steel and other metal surface and 50.05 Sqmt

making the surface even (with Hand Scraping.)

72 Removing and scraping of old deteriorated plaster of any 19.86 Sqmt

thickness fromm wall / R.C.C member including stacking

of serviceable material and disposal of unserviceable from

site of work with all lead and lift

73 Providing and fixing of Ridge flashing for roof panel shall 515.28 Rmt

be made out of 0.5 mm thick pre coated GI sheet . The

Precoated sheet shall be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have zinc coating

of minimum 120 gsm as per IS:277:1992 , 5-7 microns

epoxy primer on both side of the sheet and polyester top

coat 15-18 micron. The PPGI Sheet shall have plastic

protective guard film of minimum 25 microns to avoid

scratches during transportation. The ridge shall be fixed

to the steel members by pop rivet or self drilling/self

stitching fastners @ maximum 450 mm c/c along length

of capping/flashing etc complete .

74 Demolition and disposal of unserviceable materials with all 537.59 Cumt

lead and lift.(i) Lime concrete.

75 Demolition and disposal of unserviceable materials with 618.31 Cumt

all lead and lift.(i) Cement concrete.

76 Demolition of Brick work and stone masonry including 558.57 Cumt

stacking of serviceable

materilas and disposal of unserviceable materials with all

lead and lift.(ii) In Cement Mortar.

77 Dismentaling of sheet roofing including ridges, Hips, 48.92 Sqmt

Valleys, Gutters etc. stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

lift.(i) G.I.sheet roofing.

78 Dismentaling of sheet roofing including ridges, Hips, 54.24 Sqmt

Valleys, Gutters etc. stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

lift.(ii) A.C. sheet roofing.

79 Dismentling doors, windows, ventilators etc. (wood or 255.07 Each

steel) shutters including chowkhats architraves, holdfasts

and other attachment etc. complete and stacking them

within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

80 Providing and fixing of Ridge flashing for roof panel shall 858.80 Sqmt

be made out of 0.5 mm thick pre coated GI sheet . The

Precoated sheet shall be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have zinc coating

of minimum 120 gsm as per IS:277:1992 , 5-7 microns

epoxy primer on both side of the sheet and polyester top

coat 15-18 micron. The PPGI Sheet shall have plastic

protective guard film of minimum 25 microns to avoid

scratches during transportation. The ridge shall be fixed

to the steel members by pop rivet or self drilling/self

stitching fastners @ maximum 450 mm c/c along length

of capping/flashing etc complete .

81 Providing and fixing M.S. fan clamps of shape and size as 172.74 no.

specified in existing R.C.C. slab including cutting chase

and making good.

82 Carring out timber treatment to all wood work including 59.90 Sqmt

drilling holes and spraying oil based chemical solution on

surface of timber work for termite control including labour

and material etc. complete. Using Chlordene 20 EC. As Per

6113_part III Consentration Weight 1.00 percent is

recommended one litre chemical emulsion dillute with

liter of kerosene precent concentration. Total dillute

concrentration will be 10 litre inclusive of the litre chemical

emulsion appication 0.75 / Litre chemical per one Sqmt

printed two coat wood surface.

83 Applying general insecticide pest control treatment to 51.01 Sqmt

floors, cupboards etc including labour material etc.

complete. Using Heptachloride 20 EC. As Per 6113_pests

Consentration Weight 0.50 percent is recommended one

litre chemical emulsion dillute with 39 liter of water will

give. Total dillute concrentration will be 40 litre inclusive

of one litre chemical emulsion appication 0.5 Litre

chemical / Sqm of surface is recommended as per I.S

84 Carring out plinth treatment to post construction / existing 80.40 Sqmt

structure by spraying chemical solution for termite control

treatment including labour and material consistment with

I.S.I specification. Using Chlordene and Chiorpurfiles

EC. As Per 6131_paret-II Consentration Weight one

percent is ecommended i.e one litre 20 EC chemical

emulsion with 19 liter give 1 % concrentration inclusive of

one litre chemical emulsion appication at the rate of 5 Litre

chemical / Sqm of surface is recommended as per I.S

85 Carrying out wall treatment for termite control including 22.93 Sqmt

spraying with chemical solution in oil base (0.5 Lit./ Sq.M.)

including labour and material Using Hepachlor

concentration 20 EC. As Per IS. 6316_paret-II

Consentration byWeight 0.50 percent is recommended i.e

one litre chemical emulsion dillute with 39 liter gof IS

concrentration total dillite concentration will be 40 litre

inclusive of one litre chemical emulsion appication at the

rate of 7.5 Litre chemical / Sqm of surface is

recommended as per I.S

86 Providing erecting and fixing double coated Syntex PVC. 3.91 Ltr

(ISI) water tank of required capaRural each with all

necessary fittings and connection etc. complete on

87 Providing and Fixing 12 mm thick moisture & fire resistant 715.50 Sqmt

heavy duty Cement Fibre Board (High pressure steam

cured) Confirming to ISO 4862-2000 in wall panels of one

face of cold formed galvanised light gauge steel frame

structure to form wall / partition as & Where directed by

Engineer-in-Charge

88 Supply & fixing factory finished cold formed Light guage 113.31 Kg

steel frame sections confirming to SP:6 (5) 1980 at site or

work including riveted, bolted or welded in builtup for all

type of sections ,in framed work, cutting, hoisting, fixing

in position and applying primer coat of approved steel

primer etc. complete as per structural designs & directions

of Engineer-in-charge.

89 Providing and fixing cast iron (Spun) Nahni trap of the 623.15 No.

following nominal diameter of self cleaning design with

C.I. screaed down or higned grating including cost of

cutting and making good the walls and floor 100mm inlet

and 50mm outlet.(C) 100mm dia.

90 Providing and fixing water closet squatting Pan (Indian 960.56 No.

type W.C. Pan) size 580mm (Earthwork, bed concrete,

foot reste and trap to be measured and paid for

separately) (A) Vitreous China.(I) Long pattern = White

91 Providing and fixing wsh down water closet (European 1323.07 No.

type, W.C. Pan) with integral P or S trap including jointing

the trap with soil pipe in Cement Mortar 1:1 (1-Cement :

1- fine sand) (Seal and cover to be measured and paid for

separately)(A) vitreous China Pattern :(i) in white colour

92 Providing and fixing 12.5 Litres low level flushing cistern 2346.92 No.

with a pair, of C.I. or Mild brackets, complete with fittings

such as lead valve less syphon, 15mm nom.nal size brass

ball valve with polythene float, C.P brass handle unions

and couplings for connections, with inlet, outlet and

overflow pipes, 40mm dia. porcelain enamelled flush bend

including cutting holes in walls and making good the same

connecting the flush bend with cistern and closet

(overflow pipe to be measured and paid for separately)(A)

Vitreous China (I) In white colour

93 Providing and fixing plastic seat and cover for wash down 288.45 No.

water closer with C.P. brass hinges and rubber buffers.

(B) Black plastic seal and cover.

94 Providing and fixing washbasin with single hole for pillar 1441.64 No.

tap with C.I. or M.S. brackets painted white including

sutting holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.

95 Providing and fixing Kitchen sink with C.I. or M.S. 2303.62 No.

brackets, painted white including cutting holes in walls

and making good the same but excluding fittings. (C)

Vitreous China Sink.(i) 600mm x 450mm x 150mm size

96 Providing and fixing 600mm x 450mm bevelled edge 842.70 No.

mirrror of superior glass mounted on 6mm thick A.C.

sheet or plywood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

97 Providing and fixing C.P. brass towel rail comlete with C.P. 610.32 No.

brass brackets fixed to wooden plugs with C.P. brass

scews.(B) 600mm x 20mm size.

98 Providing and fixing Urinal of approved quality including 1569.17 No.

connection with trap and with integral longitudinal flush

pipe.(A) Squating plate pattern white earthenware

99 Providing and fixing G.I. Rain water spout of 50mm dia. 100.90 No.

and 30cm. length.

100 Providing laying and jointing in true line and level 15mm 71.93 Rmt

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent 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 concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

101 Providing laying and jointing in true line and level 25mm 90.93 Rmt

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent 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 concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

102 Providing laying and jointing in true line and level 32mm 117.97 Rmt

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or

equivalent 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 concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost

of all materials.

103 Providing, laying and jointing in true line and level 110 849.16 Rmt

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999 of approved

make for drainage system pipe line, pipe shall be jointed

with each other with rubber lubricant, pipe shall be fixed

on wall using of PVC clamp of the size 110 mm diametre

x 149 mm length x 145 mm heigh at every 2000 mm

center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc.

including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

104 Providing and fixing PVC SWR Nahni trap IS 14735 for 579.57 No.

drain - 100 mm diameter with jali of the following nominal

diameter of self cleansing design with C.I scread down or

hinged grating including the cost of cutting and making

good the walls.

105 Providing and fixing to wall, ceiling and floor galvanised 300.99 Rmt

Mild steel tubes (Medium grade) of the following nominal

bore, tube fitting and clamps including making good the

wall ceiling and floor.(B) 20mm (upto 10 ton)

106 Providing and fixing to wall, ceiling and floor galvanised 397.97 Rmt

Mild steel tubes (Medium grade) of the following nominal

bore, tube fitting and clamps including making good the

wall ceiling and floor.(C) 25mm (upto 10 ton)

107 Providing and fixing to wall, ceiling and floor galvanised 496.01 Rmt

Mild steel tubes (Medium grade) of the following nominal

bore, tube fitting and clamps including making good the

wall ceiling and floor.(D) 32mm (upto 10 ton)

108 Providing and fixing to wall, ceiling and floor galvanised 602.33 Rmt

Mild steel tubes (Medium grade) of the following nominal

bore, tube fitting and clamps including making good the

wall ceiling and floor.(E) 40mm (upto 10 ton)

109 Providing and laying in trenches galvanised mild steel 151.44 Rmt

tubes (Midium grade) of the following nominal bore, and

tube fitting (Earthwork in trenches to be measured and

paid for separately)(A) 15mm (upto 10 ton)

110 Providing and laying in trenches galvanised mild steel 191.49 Rmt

tubes (Midium grade) of the following nominal bore, and

tube fitting (Earthwork in trenches to be measured and

paid for separately)(B) 20mm (upto 10 ton)

111 Providing and laying in trenches galvanised mild steel 280.18 Rmt

tubes (Midium grade) of the following nominal bore, and

tube fitting (Earthwork in trenches to be measured and

paid for separately) (C) 25mm (upto 10 ton)

112 Providing and laying in trenches galvanised mild steel 422.18 Rmt

tubes (Midium grade) of the following nominal bore, and

tube fitting (Earthwork in trenches to be measured and

paid for separately)(D) 40mm (upto 10 ton)

113 Providing and laying in trenches galvanised mild steel 718.52 Rmt

tubes (Midium grade) of the following nominal bore, and

tube fitting (Earthwork in trenches to be measured and

paid for separately)(E) 65mm (upto 10 ton)

114 Providing and laying in trenches galvanised mild steel 912.55 Rmt

tubes (Midium grade) of the following nominal bore, and

tube fitting (Earthwork in trenches to be measured and

paid for separately)(H) 80mm (upto 10 ton)

115 Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 81.36 Rmt

working pressure poluthene pipes of the following outside

Dia. Low densidy, complete with special flange

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(A) 20mm

116 Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 104.46 Rmt

working pressure poluthene pipes of the following outside

Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(B) 25mm

117 Providing and fixing to wall ceiling and floor 10.0 Kg. 124.80 Rmt

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(C) 32mm

118 Providing and fixing to wall ceiling and floor 10.0 Kg. 147.82 Rmt

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(D) 40mm

119 Providing and fixing to wall ceiling and floor 10.0 Kg. 190.12 Rmt

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(E) 50mm

120 Providing and fixing to wall ceiling and floor 10.0 Kg. 277.46 Rmt

F/Cm2 working pressure polythene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(F) 75mm

121 Providing and fixing to wall ceiling and floor 10.0 Kg. 335.69 Rmt

F/Cm2 working pressure poluthene pipes of the following

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(G)110 mm

122 Providing and fixing S.W. gully trap with C.I. grating brick 1279.40 No.

masonry chamber and water tight C.I. cover with frame

of 300mm x 300mm size (inside) with standard weight.(i)

Square mouth traps. (A) 100mm x 100mm size P type.

123 Providing and fixing C.P. brass waste for washbasin or 67.24 No.

sink. (A) 32mmdia.

124 Providing and fixing screw down bib taps of following 184.98 No.

size.(A) Brass screw down bib tap polished bright. (i)

125 Providing and fixing screw down bib taps of following 212.68 No.

size.(A) Brass screw down bib tap polished bright. (ii)

126 Providing and fixing screw down bib taps of following 184.98 No.

size.(B) Brass chromium plated screws down Bib Tap. (i)

127 Providing and fixing screw down bib taps of following 212.68 No.

size.(B) Brass chromium plated screws down Bib Tap. (ii)

128 Providing and fixing screw down bib taps of following 157.29 No.

size.(C) Gun metal screw down bib tap. (i) 15mm dia.

129 Providing and fixing screw down bib taps of following 176.09 No.

size.(C) Gun metal screw down bib tap. (ii) 20mm dia.

130 Providing and fixing pillar tap, capstan head, screw down 305.67 No.

high pressure with

screws, shanks and back nuts. (i) 15mm dia.

131 Providing and fixing pillar tap, capstan head, screw down 351.18 No.

high pressure with

screws, shanks and back nuts. (ii) 20mm dia.

132 Providing and fixing brass screw down stop tap.(A) 15mm 203.79 No.

133 Providing and fixing brass screw down stop tap.(B) 20mm 221.59 No.

134 Providing and fixing brass screw down stop tap.(C) 25mm 218.63 No.

135 Providing and fixing Gun metal check or non-return 184.98 No.

fullway wheel valve.(A) 15mm dia.

136 Providing and fixing Gun metal check or non-return 201.80 No.

fullway wheel valve.(B) 20mm dia.

137 Providing and fixing Gun metal check or non-return 416.47 No.

fullway wheel valve.(C) 25mm dia.

138 Providing and fixing Gun metal check or non-return 311.61 No.

fullway wheel valve.(D) 32mm dia.

139 Providing and fixing Gun metal check or non-return 656.86 No.

fullway wheel valve.(E) 40mm dia.

140 Providing and fixing chromium plated brass half trun flush 252.26 No.

cock of approved quality including fixing in pipe line etc.

complete.(i) 20mm dia.

141 Providing and fixing chromium plated brass half trun flush 261.16 No.

cock of approved quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

142 Providing and fixing chromium plated brass half trun flush 273.03 No.

cock of approved quality including fixing in pipe line etc.

complete.(iii) 32mm dia.

143 Providing and fixing ball cock of approved. quality as 131.57 No.

directed.(A) Copper Metal (i) 25mm dia.

144 Providing and fixing ball cock of approved. quality as 187.96 No.

directed.(A) Copper Metal (ii) 50mm dia.

145 Providing and fixing ball cock of approved. quality as 101.89 No.

directed.(B) Abonite (i) 25mm dia.

146 Providing and fixing ball cock of approved. quality as 136.52 No.

directed.(B) Abonite (ii) 50mm dia.

147 Providing & Fixing & laying file box with necessary 400.00 Cft

materials ,18mm ply wood teakwood patti with or with

out shatur, or vetrical bars and Handle,Lock if required.

and oil painting etc complete as directed by EIC.(All

materials to be braught by contractor at his own cost of

approved quality etc complete as directed )

148 Providing fitting & fixing partly glazed anodised 2700.00 Sqmt

aluminium partition using extruded section fabricated by

standard manufactures with framing 7.15cm x4.45cm

rectangular section & door shutter /panel of partition

made from 6.0 cm x 3.75cm aluminium bottom section

top & vertical section 6.00x3.75cm size using 5.5mm thick

"Triveni"or HB4 plain glass with glazing deep rubber

gasket & hard laminated sheet 3 mm thick panel with door

arrangement & locking arrangement(Godrej type) with all

fixtures & fastenings of anodised section with

aluminium frame mounted door closer with all labours &

materials etc. Complete as per drawing and as directed by

149 Providing and fixing to wall, ceiling and floor galvanised 248.61 Rmt

Mild steel tubes (Medium grade) of the following nominal

bore, tube fitting and clamps including making good the

wall ceiling and floor.(A) 15mm (upto 10 ton)

150 Providing & laying ( to level or slopes) and jointing with 309.66 Rmt

stiff mixture of cement mortar in proportion 1:1, stone

ware pipes of the following internal diameter with collers

and butt ends prepared for collar joints including testing

of joints ,making water tight joints , curing etc., complete

as directed by E.I.C.

151 Constructing brick masonry chamber for underground C.I. 2903.89 No.

Inspection chamber and bends with briocks having

croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.

) (R.C.C. top slabe with 1:2:4 mix (1- cement :2- coarse

sand :4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc. complete.(i) Inside

dimensions 455mmx 610mm and 450mm deep for single

pipe line. (upto 10 ton)

152 Constructing brick masonry chamber for underground C.I. 3624.51 No.

Inspection chamber and bends with briocks having

croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.

) (R.C.C. top slabe with 1:2:4 mix (1- cement :2- coarse

sand :4-graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc. complete.(ii) Inside

dimensions 500mm x 700 mm and 450mm deep for pipe

line with one or two inlets. (upto 10 ton)

153 Providing laying (to level or slopes) and jointing reinforced 252.37 Rmt

concrete Light duty nonpressure pipes I.S. class NP2 of

the following internal diameter with collars and butt ends

prepared for collar joints including testing of joints

complete.(B) 150mm (upto 10 ton)

154 Providing and laying China mosaic type water proofing 625.00 Sqmt

treatment on terrace including ( a) applying neat cement

slurry 2.75 kg./ sqm of cement admixed with water

proofing compound after cleaning the surface . (b) laying

cement concrete using brick bats 25 to 100mm size with

50 % of C.M. 1:5 ( 1 cement : 5 coarse sand ) admixed

with water proofing compound over 20mm thick layer of

c.m. 1:5 to required slope including rounding of junction

of walls and slabs. (c) After two days of proper curing

applying a second coat of cement slurry. (d) Finishing the

surface with 20mm thick C.M. 1:4 and China mosaic tilling

& finally finishing the surface with trowel with white

cement slurry. (e) after finishing the whole terrace shall

be flooded with water for a period of two weeks.

155 Providing fitting & fixing fully glazed/ partly glazed 2600.00 Sqmt

double leaf anodised aluminium entrance door using

extruded section fabricated by standard manufactures

with framing 10.15cm x4.45cm rectangular section &

door shutter made from 10.15 cm x 4.45cm aluminium

bottom section top & vertical section 15x4.45cm size using

5.5mm thick "Triveni"or HB4 plain glass with glazing deep

rubber gasket with locking arrangement(Godrej type) with

all fixtures & fastenings of anodised section with

aluminium bedding floor spring mounted door closer with

all labours & materials etc. Complete as per drawing and

as directed by E.I.C.

156 Providing fitting & fixing Door closure Godrej make or 1500.00 No.

equivalent as approved by EIC.Rate taken as per market

157 Providing & Fixing Verrticle blinds incl. necessary fixtures 135.00 Sq.ft

channel chain and material.

158 Providing & Fixing Rollar Blinds incl. necessary fixtures 190.00 Sq.ft

channel chain and material.

159 S.S. Handle for Door 15 Cm size of ASIS 304 Grade 89.00 No.

160 Latch ANODISED allumin. 250mm long 10 mm dia. 63.00 no.

161 Rubber stopper for door 48.00 No.

162 S.S. Aldrop 25 Cm long of ASIS 304 Grade 383.00 No.

163 Chapras for cupboard Iron Size 3x6 (7.5cms x 15cms) 82.00 No.

164 Tentakora khataka lock 240.00 No.

165 M.S. best chromium plated Tower bolt : 150 mm. long 42.00 No.

166 Supply & fixing to doors & windows, ventilators, cup 108.00 No.

DGVCLs following fixtures & fastenings of approved

quality with wooden or metal screws, nuts & bolts as

directed or as per the drawing & specifications etc.,

complete as directed by E.I.C.

167 Providing & Fixing a set of 6 nos. stainless steel coat rack 48.00 set

of approved quality & make etc complete as directed by

168 Miscellaneous items which are not included in above list As per

and require to execute, shall be payable as per R&B SOR requirement

2024-25 for Navsari District and same shall be approved

by EE Civil, Corporate Office. Rate for Non SOR items shall

be counted as per the rate analysis approved by EE Civil,

Corporate Office.

The rates are taken from R&B SOR 2024-25 for Navsari

Note:- Above rates are excluding GST. GST will be paid extra on above rates as per

prevailing Govt. rules.

Signature of Contractor

DGVCL Circle Office, Valsad