ARC for Execution of emergency civil work under Waghai Division.

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

Waghai 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

Waghai 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 7 / 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/4438/2026/2017/Civil

Name of Project “ ARC for Execution of emergency civil

work under Waghai Division.”

“ ARC for Execution of emergency civil

work under Waghai 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, Waghai. 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, Waghai 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, Waghai 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 Waghai 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, Waghai.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 Waghai 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

ARC for Execution of emergency civil work under Waghai 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 Waghai Division.

This estimate is based on the SOR for THE DANG 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 136.11 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 484.44 Cumt

watering ramming, consolidating and dressing

complete (upto 10 ton)

3 Filling in foundation and plinth with murrum or selected 301.58 Cumt

soil in layers of 20cm. thickness including watering,

consolidating etc. complete. (upto 10 ton)

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

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

5 Excavation for foundation upto 1.5 m depth including 124.61 Cumt

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 including 159.30 Cumt

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

7 Excavation for foundation for depth from 1.5 m to 3.0 172.83 Cumt

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- Cement 2753.58 Cumt

: 4- coarse sand : 8- hand brokenstone aggregates

mm nominal size) and curing complete excluding cost

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

9 Providing and laying cement concrete 1:2:4 (1- Cement 3786.24 Cumt

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

nominal size) and curing complete excluding cost of

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

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

12 Providing and laying controlled cement concrete 12136.37 Cumt

M.150exposed work with curing etc. complete

including the cost of formwork but excluding the cost

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

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

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

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of

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

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

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

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of

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

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

15 Brick work using common burnt clay building bricks 4526.79 Cmt

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 above plinth level 292.67 cmt

upto floor two level(C) Fly Ash Bricks

17 (i) Half brick masonry in common brunt clay building 668.82 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

18 Extra for half brick masonry in superstructure above 56.59 smt

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

19 Providing and fixing 25 mm thick shutters for 3148.47 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 118.70 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 and 4160.51 Sqmt

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

including 3 coats of oil painting to wood work

etc.complete. (upto 10 ton)

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

windows and clerestory windows including Indian teak

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer

coat of approved quality and two coats of oil painting

etc, complete. (ii) Fully Panelled.

23 Providing and fixing 30mm thick FACTORY MADE 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 15 mm for top

and bottom rails. M.S. frame shall have a coat of steel

primers of approved make and manufacture, M.S.

frame shall be covered with 5 mm thick heat moulded

PVC ‘C’ channel of size 30 x 50 mm forming stiles, and

5mm thick 75mm wide PVC sheets for top rail, lock rail

and bottom rail on either side, and 10mm (5mm x 2)

thick, 20mm wide cross PVC sheet as gap insert for top

rail and bottom rail, Panelling of 5 stiles and rails with

30mm wide x 5mm thick PVC sheet beading on eighter

side, and joined together with solvent cement

adhesive,. An additional 5mm thick PVC strip of 20mm

width is to be stculk on the interior side of the ‘c’

channel using PVC solvent cement adhesive etc.

complete as per direction of Engineer in charge,

manufacture’s specification and drawing.

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

including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint. (A)In

beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross

beams. Hip and jack rafters, purlins conneted to

common rafters and the like (upto 10 ton)

25 Providing and fixing in position callapsible steel 6230.70 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 10 ton)

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 1161.48 Sqmt

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 pavement 4542.54 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 1458.33 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

30 Providing and fixing pre-cast Rubber Dye inter locking 700.54 Sqmt

concrete block 60mm thick w ith grade of concrete

M300 pnumatic compressed by mechanically pressed

and as per approved design including 75mm Sand layer

for levelling and filling the joint with sand in proper line

and level etc complete.

31 Providing and laying Ceramic tiles 6mm thick in flooring 1007.23 Sqmt

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

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

finishing with flush pointing in white cement. (upto

32 Providing and laying Marbo Grenite tiles 8 to 10 mm 1109.27 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 1116.32 Sqmt

skrting risers of steps and dedo on 10mm thick cement

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

with white cement slurry (upto 10 ton)

34 Providing and laying Ceramic tiles 6mm thick in skrting 1081.15 Sqmt

risers of steps and dedo on 10mm thick cement plaster

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

cement slurry (upto 10 ton)

35 Providing and laying Marbo Grenite tiles 8 to 10 mm 1183.19 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 (upto

36 Providing and laying polished Kota stone slab flooring 1095.46 Sqmt

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 954.93 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

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

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

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

limpet washer. filled with white lead complete

excluding the cost of purlins, Rafters and Trusses.(1)

0.80 mm thick sheet. (upto 10 ton)

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

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

8mm dia. G.I. plain and bitument washers complete.

(D) North light adjustable ridge.

41 Providing and fixing five courses water profing 478.33 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.

42 Providing and fixing and embedding sand, C.I. rain 312.41 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 Polycarbonate 1427.62 Sqmt

multi wall roofing sheet fixed with hilti screw and

rubber silicon sealer and alluminium strip of size 50 x

3 mm etc complete as directed by Engineer in charge.

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

silicate false ceiling tiles having Tegular edge & 15 mm

Thick Densified edges on the Tile Periphery for Extra

Strength The Light weight calcium silicate ceiling tiles

shall have , light reflection 85% non-combustible as

per B.S. 476 part IV, 100% humidity resistance and

also having thermal conductivity0.043° w/m KC.for the

best thermal Insulation . The Light weight calcium

Silicate tile shall be of approved texture Fine fissured/

Spintone/Cosmos having NRC value of 0.5 & Globe

having NRC value of 0.75 NRC or equivalent of size

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

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 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 27 mm x 30 mm x 0.50 mm at edges

& drops including paper tap sand sofit cleat, anchor

fastener, scoch bolt connecting cleat joining compound

top coat on ceiling including making necessary opening

for light fitting, diffuser etc. complete as per detail

drawing as directed.

46 Extra for finishing with a floating coat of neat cement 51.31 Sqmt

slurry. (upto 10 ton)

47 Extra for plastering on ceilings and sofits of stairs upto 26.41 Sqmt

floor two level instead of plastering on walls.

48 20mm thick sand faced cement plaster on walls upto 362.33 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 24.04 RMt.

round in cement mortar 1:1 including neat cement

finishing, watering etc. complete.

50 Providing 15mm thick cement plaster in single coat on 209.95 Sqmt

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

interior plastering upto floor two level and finished

even and smooth in (i) Cement mortar 1:3 (1-

51 Removing dry or oil bound distemper by a washing and 12.03 Sqmt

scraping and sand papering the wall surface smooth

including necessary repairs to scratches complete.

52 Extra for removing dry oil bound distemper on ceilings 1.70 Sqmt

and sloping roofs.

53 Finishing wall with water proofing cement paint of on 61.14 Sqmt

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 manufacture on 84.50 Sqmt

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 43.13 Sqmt

plastic emulsion pain of approved brand.

56 Extra for painting with plastic emulsion paint of 5.76 Sqmt

approved brand on ceilings and sloping roofs.

57 Extra over item 59 for every subsequent coat of 2.38 Sqmt

painting with plastic emulsion paint on ceiling and

slopping roofs.

58 Applying priming coat over new steel and other metel 37.25 Sqmt

surface after and including preparing the surface by

throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming

paint brushing red lead.

59 Painting two coats (excluding priming coat) on new 93.30 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 matter.

60 Painting two coats (excluding priming coat) on new 93.98 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 73.82 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 wood 39.12 Sqmt

and wood based surface with bees wax polish in

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

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

even surface including cleaning the surface of all dirt

dust and sand papered smooth.

63 Finishing wall with weather proof exterior emulsion 120.93 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 based 43.53 Sqmt

surface after and including preparing the surface by

throughly cleaning oil, grease, dirt and other foreign

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

paint brushing wood primier pink.

66 Writing letter or figures on any surface with black japan 3.73 Per Letter per cm/Ht

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

measured and paid for separately) (ii) Indian

(Letters/Figures)

67 Demolition including stacking of serviceable materilas 1125.93 Cumt

and disposal of unserviceable materials with all lead

and lift. (i) R.C.C work

68 Dismentaling tiled of stone floors laid in mortar 51.31 Sqmt

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 A.C. rain water 79.92 Rmt

pipes with fittings and clamps including stacking the

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

70 Dismantling santtary fittings like wash basin . W.C. pan 431.75 No.

Indian and European type, flushing tank etc. including

stacking the materials with all lead and lift.

71 Scraping oil paint from steel and other metal surface 52.49 Sqmt

and making the surface even (with Hand Scraping.)

72 Removing and scraping of old deteriorated plaster of 20.83 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 515.28 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 563.82 Cumt

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

75 Demolition and disposal of unserviceable materials 648.47 Cumt

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

76 Demolition of Brick work and stone masonry including 585.82 Cumt

stacking of serviceable

materilas and disposal of unserviceable materials with

all lead and lift.(ii) In Cement Mortar.

77 Dismentaling of sheet roofing including ridges, Hips, 51.31 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, 56.89 Sqmt

Valleys, Gutters etc. stacking of serviceable materilas

and disposal of unserviceable materials with all lead

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

79 Dismentling doors, windows, ventilators etc. (wood or 267.51 Each

steel) shutters including chowkhats architraves,

holdfasts and other attachment etc. complete and

stacking them within all lead and lift.(i) Not exceeding

3 Sq.M. in area.

80 Providing and fixing of Ridge flashing for roof panel 858.80 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 size 182.86 no.

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

chase and making good.

82 Carring out timber treatment to all wood work including 64.18 Sqmt

drilling holes and spraying oil based chemical solution

on surface of timber work for termite control including

labour and material etc. complete. Using Chlordene

EC. As Per 6113_part III Consentration Weight

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 treatment to 53.50 Sqmt

floors, cupboards etc including labour material etc.

complete. Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight 0.50 percent is

recommended one litre chemical emulsion dillute with

39 liter of water will give. Total dillute concrentration

will be 40 litre inclusive of one litre chemical emulsion

appication 0.5 Litre chemical / Sqm of surface is

recommended as per I.S

84 Carring out plinth treatment to post construction / 87.03 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

% concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

85 Carrying out wall treatment for termite control 25.40 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 I.S

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 on

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)

at site or work including riveted, bolted or welded in

builtup for all type of sections ,in framed work, cutting,

hoisting, fixing in position and applying primer coat of

approved steel primer etc. complete as per structural

designs & directions of Engineer-in-charge.

89 Providing and fixing cast iron (Spun) Nahni trap of the 660.32 No.

following nominal diameter of self cleaning design with

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

cutting and making good the walls and floor 100mm

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

90 Providing and fixing water closet squatting Pan (Indian 1009.10 No.

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

foot reste and trap to be measured and paid for

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

91 Providing and fixing wsh down water closet (European 1343.38 No.

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

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

Cement : 1- fine sand) (Seal and cover to be measured

and paid for separately)(A) vitreous China Pattern :(i)

in white colour

92 Providing and fixing 12.5 Litres low level flushing 2346.92 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 white colour

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 1535.67 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 white colour.

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

brackets, painted white including cutting holes in walls

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

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

96 Providing and fixing 600mm x 450mm bevelled edge 850.90 No.

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

sheet or plywood sheet and fixing to wooden pluge

with C.P. brass screws and washers.

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

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 1657.57 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 dia. 100.90 No.

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 110 890.58 Rmt

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

1992 with one end plain and other end socketed with

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

approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant,

pipe shall be fixed on wall using of PVC clamp of the

size 110 mm diametre x 149 mm length x 145 mm

heigh at every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

104 Providing and fixing PVC SWR Nahni trap IS 14735 for 607.84 No.

drain - 100 mm diameter with jali of the following

nominal diameter of self cleansing design with C.I

scread down or hinged grating including the cost of

cutting and making good the walls.

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

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making

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

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

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making

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

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

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making

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

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

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making

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

109 Providing and laying in trenches galvanised mild steel 151.44 Rmt

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earthwork in trenches to be measured

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

110 Providing and laying in trenches galvanised mild steel 191.49 Rmt

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earthwork in trenches to be measured

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

111 Providing and laying in trenches galvanised mild steel 280.18 Rmt

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earthwork in trenches to be measured

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

112 Providing and laying in trenches galvanised mild steel 422.18 Rmt

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earthwork in trenches to be measured

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

113 Providing and laying in trenches galvanised mild steel 718.52 Rmt

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earthwork in trenches to be measured

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

114 Providing and laying in trenches galvanised mild steel 912.55 Rmt

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earthwork in trenches to be measured

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

115 Providing and fixing to wall ceiling and floor 6.0 Kg. 85.33 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 floor.(A)

116 Providing and fixing to wall ceiling and floor 6.0 Kg. 110.91 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.(B)

117 Providing and fixing to wall ceiling and floor 10.0 Kg. 125.22 Rmt

F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(C)

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

F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(D)

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

F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(E)

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

F/Cm2 working pressure polythene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(F)

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

F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor.(G)110

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 or 67.24 No.

sink. (A) 32mmdia.

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

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

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

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

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

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

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

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

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

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

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

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

130 Providing and fixing pillar tap, capstan head, screw 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 directed

148 Providing fitting & fixing partly glazed anodised 2700.00 Sqmt

aluminium partition using extruded section fabricated

by standard manufactures with framing 7.15cm

x4.45cm rectangular section & door shutter /panel of

partition made from 6.0 cm x 3.75cm aluminium

bottom section top & vertical section 6.00x3.75cm size

using 5.5mm thick "Triveni"or HB4 plain glass with

glazing deep rubber gasket & hard laminated sheet

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 galvanised 249.99 Rmt

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making

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

150 Providing & laying ( to level or slopes) and jointing with 314.34 Rmt

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

ware pipes of the following internal diameter with

collers and butt ends prepared for collar joints

including testing of joints ,making water tight joints

curing etc., complete as directed by E.I.C.

151 Constructing brick masonry chamber for underground 2903.89 No.

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

152 Constructing brick masonry chamber for underground 3624.51 No.

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 254.65 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 (upto 10 ton)

154 Providing and laying China mosaic type water proofing 625.00 Sqmt

treatment on terrace including ( a) applying neat

cement slurry 2.75 kg./ sqm of cement admixed with

water proofing compound after cleaning the surface .

(b) laying cement concrete using brick bats 25 to

100mm size with 50 % of C.M. 1:5 ( 1 cement :

coarse sand ) admixed with water proofing compound

over 20mm thick layer of c.m. 1:5 to required slope

including rounding of junction of walls and slabs. (c)

After two days of proper curing , applying a second

coat of cement slurry. (d) Finishing the surface with

20mm thick C.M. 1:4 and China mosaic tilling & finally

finishing the surface with trowel with white cement

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

flooded with water for a period of two weeks.

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

double leaf anodised aluminium entrance door using

extruded section fabricated by standard manufactures

with framing 10.15cm x4.45cm rectangular section &

door shutter made from 10.15 cm x 4.45cm

aluminium bottom section top & vertical section

15x4.45cm size using 5.5mm thick "Triveni"or HB4

plain glass with glazing deep rubber gasket with locking

arrangement(Godrej type) with all fixtures &

fastenings of anodised section with aluminium

bedding floor spring mounted door closer with all

labours & materials etc. Complete as per drawing and

as directed by E.I.C.

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

equivalent as approved by EIC.Rate taken as per

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

fixtures channel chain and material.

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

channel chain and material.

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

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

161 Rubber stopper for door 48.00 No.

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

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

164 Tentakora khataka lock 240.00 No.

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

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

DGVCLs following fixtures & fastenings of approved

quality with wooden or metal screws, nuts & bolts as

directed or as per the drawing & specifications etc.,

complete as directed by E.I.C.

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

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

SOR 2024-25 for Dang District and same shall be

approved by EE Civil, Corporate Office. Rate for Non

SOR items shall be counted as per the rate analysis

approved by EE Civil, Corporate Office.

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

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