ARC for Execution of emergency civil work under Dharampur Division

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

Dharampur 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

Dharampur 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. D G V C L C V L S / N C W / E - F I L E / 4 4 3 8 / 2 0 2 6 / 2 0 1 6 / C I V I L

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/4438/2026/2016/Civil

Name of Project “ ARC for Execution of emergency civil

work under Dharampur Division.”

“ ARC for Execution of emergency civil

work under Dharampur 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-396007 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, Dharampur. 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, Dharampur 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, Dharampur 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 Dharampur 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, Dharampur.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

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

of emergency civil work under Dharampur 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. ELECTRICITY 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

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

Dharampur 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

Dharampur Division Office

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

GOVT. OF GUJARAT for the year 2024-25

Item Description Rate Unit

1 Filling available excavated earth 129.10 Cumt

(excluding rock) in trenches. plinth,

sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating

each disposited layer by ramming and

2 Filling in plinth with sand under floors 455.63 Cumt

including watering ramming,

consolidating and dressing complete

3 Filling in foundation and plinth with 286.20 Cumt

murrum or selected soil in layers of

20cm. thickness including watering,

consolidating etc. complete. (upto

4 Add extra for Disposing off the 128.00 Cumt

excavated stuff of above items for lead

5 Excavation for foundation upto 1.5 m 115.92 Cumt

depth including sorting out and stacking

of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

6 Excavation for foundation upto 1.5 m 148.35 Cumt

depth including sorting out and

stacking of useful materials and

disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

7 Excavation for foundation for depth from 160.95 Cumt

1.5 m to 3.0 m including sorting out and

stacking of useful materials and

disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil

8 Providing and laying cement concrete 2653.67 Cumt

1:4:8 (1- Cement : 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 3646.87 Cumt

1:2:4 (1- Cement : 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 75.46 Kg

for R.C.C. work including bending,

binding and placing in position complete

upto floor two level (upto 10 ton)

11 Providing and laying controlled cement 9075.60 Cumt

concrete 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 0.12 Sq.M

12 Providing and laying controlled cement 11432.85 Cumt

concrete 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 10656.09 Cumt

concrete M.200 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 12064.80 Cumt

concrete M.200 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

15 Brick work using common burnt clay 4305.40 Cmt

building bricks having 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 272.25 cmt

above plinth level upto floor two level(C)

17 (i) Half brick masonry in common brunt 632.46 SMt.

clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:4 (1- Cement : 4 -

coarse sand ) in foundation and plinth

(C)Fly Ash Bricks (upto 10 ton)

18 Extra for half brick masonry in 52.64 smt

superstructure above plinth level upto

floor two level. (C)Fly Ash Bricks

19 Providing and fixing 25 mm thick 3034.10 Sqmt

shutters for cupboards etc. including

anodised alluminium butt hinges with

necessary screws. (A) Indian teak wood.

(i) Fully Panelled. (upto 10 ton)

20 Providing and fixing M.S. grills of 103.01 Kg.

required pattern to 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. (upto

21 Providing and fixing glazed louvered 4102.54 Sqmt

glass windows and 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 5285.45 Sqmt

shutters for Doors, 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

23 Providing and fixing 30mm thick 1135.02 Sqmt

FACTORY MADE SOLID 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

24 Steel work, welded in built up sections 89.58 Kg.

framed work 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 (upto 10 ton)

25 Providing and fixing in position 5728.28 Sqmt

callapsible steel shutters 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

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 2119.14 Sqmt

window having 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.

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.

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 frame as per

27 Providing and laying polished kota stone 1078.88 Sqmt

slab 25mm thick 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 4379.12 Cumt

pavement (25mm 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 1383.99 Sqmt

flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 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 680.10 Sqmt

Dye inter locking 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 complete.

31 Providing and laying Ceramic tiles 6mm 960.47 Sqmt

thick 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)

32 Providing and laying Marbo Grenite tiles 1062.50 Sqmt

8 to 10 mm thick , 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

33 Providing and laying white glazed tiles 1063.27 Sqmt

6mm thick 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)

34 Providing and laying Ceramic tiles 6mm 1028.11 Sqmt

thick 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)

35 Providing and laying Marbo Grenite tiles 1130.15 Sqmt

8 to 10 mm thick , 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 1019.03 Sqmt

slab flooring over 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 908.17 Sqmt

6mm thick 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)

38 Providing asbestos cement sheets 375.00 Sqmt

roofing fixed with G.I J 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

39 Providing corrugated G.I. sheet of class- 719.93 Sqmt

3 roofing fixed 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 149.00 Rmt

asbestos cement 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

41 Providing and fixing five courses water 466.84 Sqmt

profing treatment 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.

42 Providing and fixing and embedding 291.38 Rmt

sand, C.I. rain water pipes in the

masonry surrounded with 12mm thick

cement mortar of the same mix as that

of masonry. (A) 75 mm dia pipe.

43 Providing and Fixing 6 mm thick Lexan 1427.62 Sqmt

Polycarbonate 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 1632.63 Sqmt

weight calcium 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 0.75 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 600.94 Sqmt

waterproof gypusm board 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 40 mm x 35 mm x

mm at 457 mm center to center and

perimetre chanel A of size 20 mm x

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 47.73 Sqmt

neat cement slurry. (upto 10 ton)

47 Extra for plastering on ceilings and sofits 24.57 Sqmt

of stairs upto floor two level instead of

plastering on walls.

48 20mm thick sand faced cement plaster 297.68 Sqmt

on walls upto 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) etc.

49 Providing cement vata (10cm. x 10 cm. 23.45 RMt.

size) quarter round in cement mortar

1:1 including neat cement finishing,

watering etc. complete.

50 Providing 15mm thick cement plaster in 170.10 Sqmt

single coat on 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 11.19 Sqmt

a washing and scraping and sand

papering the wall surface smooth

including necessary repairs to scratches

52 Extra for removing dry oil bound 1.58 Sqmt

distemper on ceilings and sloping roofs.

53 Finishing wall with water proofing 57.33 Sqmt

cement paint of on wall 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 79.55 Sqmt

manufacture on undecorated wall

surface to give an even shade including

throughly brushing the surface free from

mortar droppings and other foreign

matter and sand papered mooth.

55 Extra for every subsequent coat of wall 40.12 Sqmt

painting with plastic emulsion pain of

approved brand.

56 Extra for painting with plastic emulsion 5.36 Sqmt

paint of approved brand on ceilings and

57 Extra over item 59 for every subsequent 2.21 Sqmt

coat of painting with plastic emulsion

paint on ceiling and slopping roofs.

58 Applying priming coat over new steel 34.34 Sqmt

and other metel 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 red lead.

59 Painting two coats (excluding priming 86.94 Sqmt

coat) on new steel 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 87.42 Sqmt

coat) on new wood 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 82.38 Sqmt

previously polished wood 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 35.60 Sqmt

polished wood 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 113.40 Sqmt

exterior emulsion paint 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 40.19 Sqmt

of primer of 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 39.69 Sqmt

and wood based 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 3.47 Per Letter per

with black japan paint (stops,comas, cm/Ht

hyphens and the like not to be measured

and paid for separately) (ii) Indian

(Letters/Figures)

67 Demolition including stacking of 1047.38 Cumt

serviceable materilas and disposal of

unserviceable materials with all lead and

lift. (i) R.C.C work

68 Dismentaling tiled of stone floors laid in 47.73 Sqmt

mortar including stacking of serviceable

materilas and disposal of unserviceable

materials with all lead and lift.

69 Dismentling C.I. pipes G.S.W.pipes abd 74.34 Rmt

A.C. rain water pipes with fittings and

clamps including stacking the materials

with all lead and lift ( for any dia, of

70 Dismantling santtary fittings like wash 401.63 No.

basin . W.C. pan Indian and European

type, flushing tank etc. including

stacking the materials with all lead and

71 Scraping oil paint from steel and other 48.83 Sqmt

metal surface and making the surface

even (with Hand Scraping.)

72 Removing and scraping of old 19.38 Sqmt

deteriorated plaster of any 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 510.10 Rmt

roof panel shall 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 524.48 Cumt

unserviceable materials with all lead and

lift.(i) Lime concrete.

75 Demolition and disposal of 603.23 Cumt

unserviceable materials with all lead

and lift.(i) Cement concrete.

76 Demolition of Brick work and stone 544.95 Cumt

masonry including stacking of

materilas and disposal of unserviceable

materials with all lead and lift.(ii) In

77 Dismentaling of sheet roofing including 47.73 Sqmt

ridges, Hips, 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 52.92 Sqmt

ridges, Hips, 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 248.85 Each

etc. (wood or 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 850.17 Sqmt

roof panel shall 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 166.95 no.

shape and size as specified in existing

R.C.C. slab including cutting chase and

82 Carring out timber treatment to all wood 56.70 Sqmt

work including 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

9 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 88.40 Sqmt

treatment to floors, cupboards etc

including labour material etc. complete.

Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight

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 123.05 Sqmt

construction / existing structure by

spraying chemical solution for termite

control treatment including labour and

material consistment with I.S.I

specification. Using Chlordene and

Chiorpurfiles 20 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 41.90 Sqmt

control including 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 3.91 Ltr

coated Syntex PVC. (ISI) water tank of

required capacity each with all

necessary fittings and connection etc.

complete on terrace.

87 Providing and Fixing 12 mm thick 715.50 Sqmt

moisture & fire resistant 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-

88 Supply & fixing factory finished cold 113.31 Kg

formed Light guage 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) 600.08 No.

Nahni trap of the 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 930.83 No.

squatting Pan (Indian 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 colour

91 Providing and fixing wsh down water 1290.80 No.

closet (European 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 2321.21 No.

flushing cistern 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

93 Providing and fixing plastic seat and 288.45 No.

cover for wash down water closer with

C.P. brass hinges and rubber buffers.

(B) Black plastic seal and cover.

94 Providing and fixing washbasin with 1491.53 No.

single hole for pillar 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 550 mm x v

400mm size. (i) In white colour.

95 Providing and fixing Kitchen sink with 2257.69 No.

C.I. or M.S. 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 825.48 No.

bevelled edge 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

97 Providing and fixing C.P. brass towel rail 597.22 No.

comlete with C.P. brass brackets fixed to

wooden plugs with C.P. brass scews.(B)

600mm x 20mm size.

98 Providing and fixing Urinal of approved 1535.63 No.

quality including connection with trap

and with integral longitudinal flush

pipe.(A) Squating plate pattern white

earthenware 550mm x 300mm.

99 Providing and fixing G.I. Rain water 100.90 No.

spout of 50mm dia. and 30cm. length.

100 Providing laying and jointing in true line 71.93 Rmt

and level 15mm 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

101 Providing laying and jointing in true line 90.93 Rmt

and level 25mm 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

102 Providing laying and jointing in true line 117.97 Rmt

and level 32mm 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

103 Providing, laying and jointing in true line 828.45 Rmt

and level 110 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 565.43 No.

IS 14735 for 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 297.25 Rmt

floor galvanised 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 393.93 Rmt

floor galvanised 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 491.51 Rmt

floor galvanised 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 596.73 Rmt

floor galvanised 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 150.91 Rmt

galvanised mild steel 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 190.97 Rmt

galvanised mild steel 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 279.39 Rmt

galvanised mild steel 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 421.12 Rmt

galvanised mild steel 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 716.66 Rmt

galvanised mild steel 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 910.69 Rmt

galvanised mild steel 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 78.12 Rmt

floor 6.0 Kg. F/Cm2 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 100.97 Rmt

floor 6.0 Kg. 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.(B) 25mm

117 Providing and fixing to wall ceiling and 122.07 Rmt

floor 10.0 Kg. 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 145.18 Rmt

floor 10.0 Kg. 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 187.33 Rmt

floor 10.0 Kg. 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 274.68 Rmt

floor 10.0 Kg. 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 332.91 Rmt

floor 10.0 Kg. 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 1279.40 No.

C.I. grating brick 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. (upto

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

washbasin or sink. (A) 32mmdia.

124 Providing and fixing screw down bib taps 184.98 No.

of following size.(A) Brass screw down

bib tap polished bright. (i) 15mm dia.

125 Providing and fixing screw down bib taps 212.68 No.

of following size.(A) Brass screw down

bib tap polished bright. (ii) 20mm dia.

126 Providing and fixing screw down bib taps 184.98 No.

of following size.(B) Brass chromium

plated screws down Bib Tap. (i) 15mm

127 Providing and fixing screw down bib taps 212.68 No.

of following size.(B) Brass chromium

plated screws down Bib Tap. (ii) 20mm

128 Providing and fixing screw down bib taps 157.29 No.

of following size.(C) Gun metal screw

down bib tap. (i) 15mm dia.

129 Providing and fixing screw down bib taps 176.09 No.

of following size.(C) Gun metal screw

down bib tap. (ii) 20mm dia.

130 Providing and fixing pillar tap, capstan 305.67 No.

head, screw down high pressure with

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

131 Providing and fixing pillar tap, capstan 351.18 No.

head, screw down high pressure with

screws, shanks and back nuts. (ii)

132 Providing and fixing brass screw down 203.79 No.

stop tap.(A) 15mm dia.

133 Providing and fixing brass screw down 221.59 No.

stop tap.(B) 20mm dia.

134 Providing and fixing brass screw down 218.63 No.

stop tap.(C) 25mm dia.

135 Providing and fixing Gun metal check or 184.98 No.

non-return fullway wheel valve.(A)

136 Providing and fixing Gun metal check or 201.80 No.

non-return fullway wheel valve.(B)

137 Providing and fixing Gun metal check or 416.47 No.

non-return fullway wheel valve.(C)

138 Providing and fixing Gun metal check or 311.61 No.

non-return fullway wheel valve.(D)

139 Providing and fixing Gun metal check or 656.86 No.

non-return fullway wheel valve.(E)

140 Providing and fixing chromium plated 252.26 No.

brass half trun flush cock of approved

quality including fixing in pipe line etc.

complete.(i) 20mm dia.

141 Providing and fixing chromium plated 261.16 No.

brass half trun flush cock of approved

quality including fixing in pipe line etc.

complete.(ii) 25mm dia.

142 Providing and fixing chromium plated 273.03 No.

brass half trun flush cock of approved

quality including fixing in pipe line etc.

complete.(iii) 32mm dia.

143 Providing and fixing ball cock of 131.57 No.

approved. quality as directed.(A)

Copper Metal (i) 25mm dia.

144 Providing and fixing ball cock of 187.96 No.

approved. quality as directed.(A)

Copper Metal (ii) 50mm dia.

145 Providing and fixing ball cock of 101.89 No.

approved. quality as directed.(B)

Abonite (i) 25mm dia.

146 Providing and fixing ball cock of 136.52 No.

approved. quality as directed.(B)

Abonite (ii) 50mm dia.

147 Providing & Fixing & laying file box with 400.00 Cft

necessary 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

148 Providing fitting & fixing partly glazed 2700.00 Sqmt

anodised 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 E.I.C.

149 Providing and fixing to wall, ceiling and 242.55 Rmt

floor galvanised 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) 302.11 Rmt

and jointing with 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 2903.89 No.

underground C.I. 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 3624.51 No.

underground C.I. 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 246.21 Rmt

jointing reinforced 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 625.00 Sqmt

water proofing 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/ 2600.00 Sqmt

partly glazed 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 1500.00 No.

Godrej make or equivalent as approved

by EIC.Rate taken as per market rate

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

necessary fixtures channel chain and

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

necessary fixtures channel chain and

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

160 Latch ANODISED allumin. 250mm long 63.00 no.

161 Rubber stopper for door 48.00 No.

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

163 Chapras for cupboard Iron Size 3x6 82.00 No.

(7.5cms x 15cms)

164 Tentakora khataka lock 240.00 No.

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

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

ventilators, cup 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. 48.00 set

stainless steel coat rack of approved

quality & make etc complete as directed

168 Miscellaneous items which are not As per requirement

included in above list and require to

execute, shall be payable as per R&B

SOR 2024-25 for Valsad 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

Total Amount (Excl.

Total Amount (Excl.

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

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