ARC for Execution of emergency civil work under Valsad city Division.

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

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 Valsad city.

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 Certificate).

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

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 protected.

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 3 0 / C I V I L

Inviting Online Tender

Details about Tender:

Department Name Automatic System Generated

Circle/Division Automatic System Generated

IFB No / Tender Notice No. DGVCLCVLS/NCW/e-file/4438/2026/2030/Civil

Name of Project “ARC for Execution of emergency civil

work under Valsad city. Division.”

“ARC for Execution of emergency civil

work under Valsad city. 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 Date 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 Online

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 OFFICE VALSAD,

Remarks 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:-

Officer Inviting Bids : The CEO & SE, DGVCL Circle Office, VALSAD.

Bid Opening Authority : The CEO & SE, DGVCL Circle Office, VALSAD.

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

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,

Valsad city.. 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, Valsad city. 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 contractor.

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, Valsad city. 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 Valsad city. 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, Valsad city..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 &

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 excess.

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

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

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 extra.

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 of DGVCL.

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

obstruct the working of any diameter , bushes , vegetation’s, roots , plants,

shrubs, grass etc including stacking and crediting to DGVCL as directed with no

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

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 rules.

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 Valsad city. 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 by DGVCL.

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 water/weather.

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

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 / Final 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 at site.

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-

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 MATTERS.

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 per each day.

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 contractor.

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 laws.

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 comply with.

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

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 applicable.

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

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

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

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 Valsad city.

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 Valsad city. 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 (excluding rock) in 129.10 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 455.63 Cumt

watering ramming, consolidating and dressing

complete (upto 10 ton)

3 Filling in foundation and plinth with murrum or 286.20 Cumt

selected soil in layers of 20cm. thickness including

watering, ramming and

consolidating etc. complete. (upto 10 ton)

4 Add extra for Disposing off the excavated stuff 128.00 Cumt

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

5 Excavation for foundation upto 1.5 m depth 115.92 Cumt

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 depth 148.35 Cumt

including 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 160.95 Cumt

3.0 m 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- 2653.67 Cumt

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 1:2:4 (1- 3646.87 Cumt

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 for R.C.C. 75.46 Kg

work 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 0.12 Sq.M

12 Providing and laying controlled cement concrete 11432.85 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 0.18 Sq.M

13 Providing and laying controlled cement concrete 10656.09 Cumt

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 concrete 12064.80 Cumt

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 0.18 Sq.M

15 Brick work using common burnt clay building bricks 4305.40 Cmt

having crushing strength not less than

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 272.25 cmt

level upto floor two level(C) Fly Ash Bricks

17 (i) Half brick masonry in common brunt clay building 632.46 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 10 ton)

18 Extra for half brick masonry in superstructure above 52.64 smt

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

19 Providing and fixing 25 mm thick shutters for 3034.10 Sqmt

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 required pattern to 103.01 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. (upto 10 ton)

21 Providing and fixing glazed louvered glass windows 4102.54 Sqmt

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 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 1135.02 Sqmt

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

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

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 89.58 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 (upto 10 ton)

25 Providing and fixing in position callapsible steel 5728.28 Sqmt

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 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

26 Providing and fixing extruded aluminum window 2119.14 Sqmt

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. 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 frame as per

27 Providing and laying polished kota stone slab 25mm 1078.88 Sqmt

thick in risers of steps,skirting Dedo and pillars laid

on 10mm thick cement mortar 1:3 (1-Cement :

coarse sand) and jointed with gray cement slury

mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete. (upto

28 Providing and laying cement concrete pavement 4379.12 Cumt

(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 flooring over 1383.99 Sqmt

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

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 Dye inter 680.10 Sqmt

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

31 Providing and laying Ceramic tiles 6mm thick in 960.47 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.

32 Providing and laying Marbo Grenite tiles 8 to 10 mm 1062.50 Sqmt

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 10 ton)

33 Providing and laying white glazed tiles 6mm thick in 1063.27 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 1028.11 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)

35 Providing and laying Marbo Grenite tiles 8 to 10 mm 1130.15 Sqmt

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

36 Providing and laying polished Kota stone slab 1019.03 Sqmt

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 6mm thick in 908.17 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.

38 Providing asbestos cement sheets roofing fixed with 375.00 Sqmt

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 10 ton)

39 Providing corrugated G.I. sheet of class-3 roofing 719.93 Sqmt

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 asbestos 149.00 Rmt

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 ridge.

41 Providing and fixing five courses water profing 466.84 Sqmt

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. (upto 10 ton)

42 Providing and fixing and embedding sand, C.I. rain 291.38 Rmt

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 weight calcium 1632.63 Sqmt

silicate false ceiling tiles having Tegular edge &

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 waterproof gypusm 600.94 Sqmt

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 8.0 mm suspended by G.I

suapender of size 25 mm x 3 mm with intermediate

channel of size 18 mm x 40 mm x 0.80 mm at

mm center to center ceiling section of size 40 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

46 Extra for finishing with a floating coat of neat 47.73 Sqmt

cement slurry. (upto 10 ton)

47 Extra for plastering on ceilings and sofits of stairs 24.57 Sqmt

upto floor two level instead of plastering on walls.

48 20mm thick sand faced cement plaster on walls upto 297.68 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) etc. complete.

49 Providing cement vata (10cm. x 10 cm. size) quarter 23.45 RMt.

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

50 Providing 15mm thick cement plaster in single coat 170.10 Sqmt

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 a washing 11.19 Sqmt

and scraping and sand papering the wall surface

smooth including necessary repairs to scratches

52 Extra for removing dry oil bound distemper on 1.58 Sqmt

ceilings and sloping roofs.

53 Finishing wall with water proofing cement paint of 57.33 Sqmt

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

54 Wall painting (two coats) with plastic manufacture 79.55 Sqmt

on undecorated wall surface to give an even shade

including throughly brushing the surface free from

mortar droppings and other foreign matter and sand

55 Extra for every subsequent coat of wall painting with 40.12 Sqmt

plastic emulsion pain of approved brand.

56 Extra for painting with plastic emulsion paint of 5.36 Sqmt

approved brand on ceilings and sloping roofs.

57 Extra over item 59 for every subsequent coat of 2.21 Sqmt

painting with plastic emulsion paint on ceiling and

slopping roofs.

58 Applying priming coat over new steel and other 34.34 Sqmt

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 coat) on new 86.94 Sqmt

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

60 Painting two coats (excluding priming coat) on new 87.42 Sqmt

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 stopping.

61 Polishing with french polish on previously polished 82.38 Sqmt

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 polished 35.60 Sqmt

wood and wood based surface with bees wax polish

in proportion of 2:1.5 :1:0.5 (2-Bees wax :

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 113.40 Sqmt

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 complete

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 39.69 Sqmt

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 with black 3.47 Per Letter per

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

to be measured and paid for separately) (ii) Indian

(Letters/Figures)

67 Demolition including stacking of serviceable 1047.38 Cumt

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C work

68 Dismentaling tiled of stone floors laid in mortar 47.73 Sqmt

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and

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

water pipes with fittings and clamps including

stacking the materials with all lead and lift ( for any

70 Dismantling santtary fittings like wash basin . W.C. 401.63 No.

pan Indian and European type, flushing tank etc.

including stacking the materials with all lead and

71 Scraping oil paint from steel and other metal surface 48.83 Sqmt

and making the surface even (with Hand Scraping.)

72 Removing and scraping of old deteriorated plaster of 19.38 Sqmt

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 roof panel 510.10 Rmt

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 unserviceable materials 524.48 Cumt

with all lead and lift.(i) Lime concrete.

75 Demolition and disposal of unserviceable materials 603.23 Cumt

with all lead and lift.(i) Cement concrete.

76 Demolition of Brick work and stone masonry 544.95 Cumt

including 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, 47.73 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, 52.92 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 248.85 Each

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 roof panel 850.17 Sqmt

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 shape and 166.95 no.

size as specified in existing R.C.C. slab including

cutting chase and making good.

82 Carring out timber treatment to all wood work 56.70 Sqmt

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

83 Applying general insecticide pest control treatment 88.40 Sqmt

to 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 / 123.05 Sqmt

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

Litre chemical / Sqm of surface is recommended as

85 Carrying out wall treatment for termite control 41.90 Sqmt

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

86 Providing erecting and fixing double coated Syntex 3.91 Ltr

PVC. (ISI) water tank of required capacity each with

all necessary fittings and connection etc. complete

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

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-Charge

88 Supply & fixing factory finished cold formed Light 113.31 Kg

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) Nahni trap of 600.08 No.

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

90 Providing and fixing water closet squatting Pan 930.83 No.

(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 closet 1290.80 No.

(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 flushing 2321.21 No.

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 cover for wash 288.45 No.

down 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 1491.53 No.

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

95 Providing and fixing Kitchen sink with C.I. or M.S. 2257.69 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

96 Providing and fixing 600mm x 450mm bevelled edge 825.48 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 597.22 No.

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 quality 1535.63 No.

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 spout of 50mm 100.90 No.

dia. and 30cm. length.

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

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 all materials.

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

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 all materials.

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

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 all materials.

103 Providing, laying and jointing in true line and level 828.45 Rmt

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 IS 14735 565.43 No.

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 floor 297.25 Rmt

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 floor 393.93 Rmt

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 floor 491.51 Rmt

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 floor 596.73 Rmt

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 galvanised mild 150.91 Rmt

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

110 Providing and laying in trenches galvanised mild 190.97 Rmt

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

111 Providing and laying in trenches galvanised mild 279.39 Rmt

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

112 Providing and laying in trenches galvanised mild 421.12 Rmt

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

113 Providing and laying in trenches galvanised mild 716.66 Rmt

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

114 Providing and laying in trenches galvanised mild 910.69 Rmt

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

115 Providing and fixing to wall ceiling and floor 6.0 Kg. 78.12 Rmt

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

116 Providing and fixing to wall ceiling and floor 6.0 Kg. 100.97 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

117 Providing and fixing to wall ceiling and floor 10.0 Kg. 122.07 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

118 Providing and fixing to wall ceiling and floor 10.0 Kg. 145.18 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

119 Providing and fixing to wall ceiling and floor 10.0 Kg. 187.33 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

120 Providing and fixing to wall ceiling and floor 10.0 Kg. 274.68 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

121 Providing and fixing to wall ceiling and floor 10.0 Kg. 332.91 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 1279.40 No.

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 10 ton)

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

or sink. (A) 32mmdia.

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

following size.(A) Brass screw down bib tap polished

bright. (i) 15mm dia.

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

following size.(A) Brass screw down bib tap polished

bright. (ii) 20mm dia.

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

following size.(B) Brass chromium plated screws

down Bib Tap. (i) 15mm dia.

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

following size.(B) Brass chromium plated screws

down Bib Tap. (ii) 20mm dia.

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

following size.(C) Gun metal screw down bib tap. (i)

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

following size.(C) Gun metal screw down bib tap. (ii)

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

down high pressure with

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

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

down high pressure with

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

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

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

134 Providing and fixing brass screw down stop tap.(C) 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 252.26 No.

flush cock of approved quality including fixing in pipe

line etc. complete.(i) 20mm dia.

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

flush cock of approved quality including fixing in pipe

line etc. complete.(ii) 25mm dia.

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

flush 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

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 E.I.C.

149 Providing and fixing to wall, ceiling and floor 242.55 Rmt

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) and jointing 302.11 Rmt

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

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 jointing 246.21 Rmt

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

154 Providing and laying China mosaic type water 625.00 Sqmt

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/ 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 1500.00 No.

or equivalent as approved by EIC.Rate taken as per

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

fixtures channel chain and material.

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

fixtures 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 82.00 No.

164 Tentakora khataka lock 240.00 No.

165 M.S. best chromium plated Tower bolt : 150 mm. 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 48.00 set

rack of approved quality & make etc complete as

directed by EIC

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

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 Office.

Total Amount (Excl. GST) in Rs.

Total Amount (Excl. GST) in Rs.

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