Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487323 Fax: (022) 2556 5362

TECHNICAL DATA SHEET

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

S. NO PARTICULARS DATA TO BE FILLED UP REMARKS

PART I : DETAIL OF THE AGENCY

I Name of the Agency Full name as per Regd. Cer.t

II Type of Firm Proprietoryship/ partnership/Limited Company/ any other

III Registration details with PWD/CPWD etc. Pl. furnish date of Registration and its validity

IV Year of establishment

V Postal address Pl indicate full postal Address with PIN

VI Contact with STD code

VII Fax with STD code

VIII Name of Contact person

PART II : DOCUMENTS TO BE SCANNED AND UPLOADED.

1 Financial Turn Over Certified by CA

2020-2021 PL. FILL UP AMOUNT & UPLOAD SCANNED COPIES

Average of last 3 years

2 Profit & Loss Statement Certified by CA

2020-2021 PL.FILL UP AMOUNT & UPLOAD SCANNED COPIES

3 Latest Bank Solvency Certificate. PL. FILL UP AMOUNT, DATE & UPLOAD SCANNED COPY

4 List of Similar Works carried out in last 7 years i) Agency for whom exceuted ii) Value of Work iii)Stipulated and Actual time of Completion. PL. FILL UP DETAILS IN SEPARATE SHEET & UPLOAD SCANNED COPIES

3 similar works works a) PL. FILL UP THE AMOUNT & UPLOAD SCANNED COPY

2 similar works works a) PL. FILL UP THE AMOUNT & UPLOAD SCANNED COPY

1 similar works works PL.FILL UP AMOUNT AND UPLOAD SCAN NED COPY

5 List of all works in Hand indicating: i)Agency ii) Value of Work iii) Stipulated time of completion/ present position etc. PL. UPLOAD SCANNED COPIES

Typr of works executed since last seven years PL. UPLOAD SCANNED COPY

6 List of Construction Plants and Machinery. PL. UPLOAD SCANNED COPY

Maximum amount of single works executed since lats 7 years PL. UPLOAD SCANNED COPY

7 List of Technical Staff. PL. UPLOAD SCANNED COPY

8 Certificates: (MANDATORY)

i) Registration Certificate if any PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPY

ii) Certificates of Work Experience /Performance certificates PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPY

iii) PAN (Permanent Account Number) PL.FILL UP PAN & UPLOAD SCANNED COPY

iv) Certificates of Registration for Goods and Services Tax (GST) PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

v) EPFO registration certificate. PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

vi) ESIC registration certificate.

vii) BOCW (Building and Other Construction Workers ) Welfare Board registration certificate PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

viii)Scanned copy of EMD PL. UPLOAD SCANNED COPY

9 UNDERTAKING: As per format in the last page of Technical Bid to be printed signed on the letter head of the bidder and upload. PL. UPLOAD SCANNED COPY (MANDATORY)

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

Form "A" & "B" Financial Information & Bank Solvency

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

S. NO PARTICULARS REMARKS

I Name of the Agency

BELOW GIVEN DOCUMENTS TO BE SCANNED AND UPLOADED WITHIN THE PERIOD OF SUBMISSION SCAN COPY ATTACHED "YES" OR "NO"

1 Financial Turn Over Certified by CA Gross turnover Amount in lakh Profit/ Loss Amount in lakh Certified by Chartered Accountant

2 Latest Bank Solvency Certificate.

3 Financial Arrangements for carrying out the proposed work

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM C : Details of all similar works completed in all respect during the last seven years ending previous day of last date of submission of tenders.(Starting with latest work)

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

S. NO Name of the work/ Project and location Owner or sponsoring organisation Cost of work Rupees (in lakhs) Date of commencement as per contract Stipulated date of Completion Actual date of completion Litigation/ arbritation pending/ in progress (with details) Name & addresses/ Phone Nos of the officers to whom reference can be made. REMARKS

Name of the Agency

* Indicate gross amount claimed and amount awarded by the Arbitrator if any.

i) The agency may submit separate form for giving details of work (completed) for each year to fill up the details as above.

Separate sheets if any shall be numbered in sequence.

ii) The scanned copies of the work orders for each work be uploaded . BOQ shall be furnished at a later date on request.

iii) Certified that the above list of works is complete and no work has been left-out and the information given is correct to my

knowledge and belief.

iv) The hard copy all similar works completed during last seven years ending previous day of last date of submission of tenders.

shall also be submitted on or before due date.

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM D : Details of all works of any nature under execution or awarded (No work shall be left out).

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

S. NO Name of the work/ Project and location Owner or sponsering organisation Cost of work Rupees (in lakhs) Date of commencement as per contract Stipulated date of Completion Upto date percentage progress of the work Slow progress, if any and reasons thereof. Name & addresses/ Phone Nos of the officers to whom reference can be made. REMARKS

Name of the Agency

i. The agency may submit separate form for giving details of each project (in progress/awarded) and fill up the details

as above. Separate sheets if any shall be numbered in sequence.

ii. The scanned copies of the work orders for each work be uploaded. BOQ shall be furnished at a later date on request.

iii. All works of any nature in hand and awarded shall also be submitted on or before due date. No works

shall be left out

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM E : Performance Reports of Works (Separate certificates for each work)

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

Name of the Agency

S. NO Name of the Work/ Project & Location Agreement No. Estimated Cost Tendered Cost Date of start Date of completion Amount of compensation levied for delayed completion, if any. Amount of reduced rated item, if any. Performance report REMARKS

(i) Stipulated date of Completion (ii) Actual Date of Completion (iii) Present position of the work, if in progress. (1) Quality of work (2) Financial soundness (3) Technical profiency (4) Resourcefulness (5) General behaviour (6) Time consciouness

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

FORM F: STRUCTURE AND ORGANISATION

1 Name & Postal Address of the applicant:

2 Telephone No./Telex No./Fax No.

3 Legal status of the applicant (Please tick and attach attested copies of original document defining the legal status)

(a) An individual; (b) A proprietary firm; (c) A firm in partnership (d) A limited company or Corporation

4 Particulars of registration with various Government bodies (scanned & uploaded photocopy) Sl.No. Dept/Organisation &Place of registration Registration No.

5 Names and Titles of Director & Officers with designation proposed to be concerned with this work

6 Designation of individuals authorised to act for the organisation

7 Was the agency ever required to suspend construction for a period of more than six months continuously after you commenced the construction? If so, give the name of the project and reasons of suspension of work.

8 Has the agency or any constituent partner in case of partnership firm, ever abandoned the awarded work before its completion? If so, give name of the project and reasons for abandonment.

9 Has the agency, or any constituent partner in case of partnership firm, ever been debarred / black listed for tendering in any organisation at any time? If so give details.

10 Has the agency, or any constituent partner in case of partnership firm , ever been convicted by a court of law? If so, give details.

11 In which fields of Engineering construction the applicant has specialisation and interest?

12 Any other information considered necessary but not included above.

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

GOVERNMENT OF INDIA

Department of Atomic Energy

Dierctorate of Construction, Services & estate Management

3rd. Floor, Vikram Sarabhai Bahvan, Anyshaktinagar, Mumnai- 400094

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

Form "G"- DETAILS OF TECHNICAL & ADMINISTRATIVE PERSONNEL TO BE EMPLOYED FOR THIS WORK

Name of the Agency

Sr. No Name Designation Qualifications Professional experience and details of work carried out How these would be involved in this work Remarks

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

GOVERNMENT OF INDIA

Department of Atomic Energy

Dierctorate of Construction, Services & estate Management

3rd. Floor, Vikram Sarabhai Bahvan, Anyshaktinagar, Mumnai- 400094

NIT NO.: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

Form "H"- DETAILS OF CONSTRUCTION PLANT & EQUIPMENT LIKELY TO BE USED IN CARRYING OUT THIS WORK

Name of the Agency

Sr. No Name of Equipment/ Plant Nos. Capacity or Type & Make Age Condition Ownership status Current Location Remarks

Presently owned Leased To be purchased Proposed to be hired

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ. TECHNICAL DATA SHEET, FORM A to H

Tender Inviting Authority:

Name of Work: Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

NIT No: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

1) Bidders are requested to note that they should necessarily submit their financial bids in the format provided and no other format is acceptable. If the price bid has been given as a standard BoQ format with the tender document, then the same is to be downloaded and to be filled by all the bidders. Bidders are required to download the BoQ file, open it and complete the BLUE coloured (unprotected) cells with their respective financial quotes and other details (such as name of the bidder). No other cells should be changed. Once the details have been completed, the bidder should save it and submit it online, without changing the filename. If the BoQ file is found to be modified by the bidder, the bid will be rejected.

2) Bidders are advised to download this BOQ as it is and quote their offer/rates in the permitted column and upload the same in the commercial bid. Bidder shall not tamper/modify downloaded price bid template in any manner. In case if the same is found to be tempered/modified in any manner, tender will be completely rejected and EMD would be forefeited and tenderer is liable to be banned from doing business.

3) All the documents being submitted by the bidders would be encrypted using PKI encryption techniques to ensure the secrecy of the data. The data entered cannot be viewed by unauthorized persons until the time of bid opening. The confidentiality of the bids is maintained using the secured Socket Layer 128 bit encryption technology. Data storage encryption of sensitive fields is done. Any bid document that is uploaded to the server is subjected to symmetric encryption using a system generated symmetric key. Further this key is subjected to asymmetric encryption using buyers/bid opener’s public keys. Overall, the uploaded tender documents become readable only after the tender opening by the authorized bid openers.

Important Notes

All the specified/mandetory test shall be carried out in approved laboratories without any extra cost to the department.

The tenderers are advised to visit the site to acquaint themselves, about accessibility to the site etc., and quote the rates accordingly.

Dismantling of concrete, brick masonry etc. shall be carried out with prior written approval of the Engineer-in-charge. Safety of the existing structure shall be ensured while taking up the dismantling works .

The contractor shall carry out the activities including dismantling works etc. with minimum possible disturbance.

Suitable place shall be allocated to the contractor for storing construction materials, for placing site office etc. The contractor shall have to maintain proper co-ordination with the fellow agencies working simultaneously in the vicinity of subject work in order to avoid delays in any of the works going on in and around the premises.

Vehicular movement shall abide by the regulations imposed by concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach road should be kept clean & free from obstructions for smooth functioning of the traffic.

The following security regulation shall be followed strictly while movement of labourers/workers/ contractor's personnel etc..

i) The contractor shall issue I-Cards to his workers deployed on regular basis.

ii) The supervisor of the contractor having photo pass can bring daily wages workers/ casual workers inside Anushaktinagar for work. He should prepare list of such workers in duplicate. The original copy shall be handed over to the representative of the Engineer in Charge at the gate and obtained endorsement on duplicate copy.

iii) The contractor personnel including daily wage workers shall be in uniform with proper identification in order to ease in identification of such persons at unauthorised places.

iv) The daily wage workers / casual workers employed by the contractor must wear florescent visi wear without fail during their presence inside Anushaktinagar premises.

The contractor shall follow strictly the DAE safety rules and also COVID-19 SOP & standard guidelines.

Regarding disposal of Construction waste from site of work, the agency has to abide by the Guidelines of Construction and Demolition (C & D) waste management plan as approved by MCGM and any other regulations issued by statutory authorities in the matter from time to time and Department is not responsible in any way in this regard.

Tenderers to quote rates inclusive of all taxes, duties, GST etc. as applicable.

Tender Inviting Authority:

Name of Work: Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

NIT No: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Item No Item Description

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority:

Name of Work: Contract for attending breakdown of domestic water pipelines at various locations in Anushaktinagar, Mumbai.

NIT No: DCSEM/CQD/QSC/Attend-BD-DP/NIT/29/25-26 dt. 24.02.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder in Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 EXCAVATION OF SOILS OTHER THAN SOFT & HARD ROCK: 'Earthwork excavation in trenches for pipes & sewers up to following depth in all soils other than soft & hard rocks including shoring & lighting, dewatering with ELCB board & cable if necessary & refilling the trenches with selected excavated earth in layers not less than 250mm, consolidating etc. & disposal of the surplus earth within a distance of 50m lead etc. complete all as directed by EIC. NOTE: a) Excavation will be carried out by manually only. b) Barricading required up to completion of breakdown. C) Extra excavated soil to be accumulated at one place

1.1 Up to 1.5 m depth from GL cum Excess(+) Full Conversion INR

1.2 From 1.5m to 3.0m below GL cum Excess(+) Full Conversion INR

1.3 From 3.0m to 4.5.0m below GL cum Excess(+) Full Conversion INR

2 EXCAVATION OF SOFT ROCKS: Excavation in trenches for pipes & sewers in soft rock including shoring & lighting, dewatering, with ELCB board & cable if necessary & refilling the trenches with selected excavated materials & disposing the surplus earth within a distance of 50m lead for the following depths as directed by EIC. NOTE: Excavation will be carried out only manually.

2.1 Up to 1.5 m depth from GL cum Excess(+) Full Conversion INR

2.2 From 1.5m to 3.0m below GL cum Excess(+) Full Conversion INR

2.3 From 3.0m to 4.5.0m below GL cum Excess(+) Full Conversion INR

3 EXCAVATION OF HARD ROCKS: Excavation in trenches for pipes & sewers in hard rock by chiselling including lighting ,dewatering, with ELCB board & cable if necessary stacking & disposing excavated materials within a distance of 50m lead for the following depths as directed by EIC NOTE: Excavation will be carried out by manually only.

3.1 Up to 1.5 m depth from GL cum Excess(+) Full Conversion INR

3.2 From 1.5m to 3.0m below GL cum Excess(+) Full Conversion INR

3.3 From 3.0m to 4.5.0m below GL cum Excess(+) Full Conversion INR

4 CUTTING OF ASPHALT: Cutting the existing asphalt macadam road for exposing, laying pipe lines, sewers, cables etc. up to & including random rubble soling & making good the same after satisfactory completion of work but excluding black topping, watering, ramming, all complete as directed & to the entire satisfaction of EIC cum Excess(+) Full Conversion INR

5 DEMOLISHING OF PCC: Demolishing plain cement concrete work by chiselling at all levels including disposal of removed materials within 50m lead all as directed by Engineer-In-Charge. cum Excess(+) Full Conversion INR

6 DEMOLISHING OF BRICK WORK: Demolishing brick work in cement mortar including scaffolding, stacking of serviceable materials & disposal of unserviceable materials within 50m lead. cum Excess(+) Full Conversion INR

7 DEMOLISHING & REDOING OF RR MASONRY: Demolishing rubble masonry in cement mortar including scaffolding, stacking of serviceable materials & disposing of unserviceable materials within 50m lead etc. including re-doing the same with available stone in CM 1:6 etc. complete all as directed by Engineer-In-Charge. cum Excess(+) Full Conversion INR

8 CUTTING & REMOVING OF PIPE: Cutting the existing following sizes of water supply pipe lines for inserting CI/DI specials, fixtures etc. without damaging the adjacent pipes, disjointing the lead joints if necessary, removing the pipes as required as per site conditions , isolating the pipe line before cutting etc,loading & unloading,transporting the dismantled pipes/fittings to mechanical/ DCSE stores at Anushaktinagar all as instructed & to the entire satisfaction of EIC.

8.1 Up to 150 mm dia. 38 Job Excess(+) Full Conversion INR

8.2 200 mm to 300 mm dia. 12 Job Excess(+) Full Conversion INR

8.3 above 300 mm dia & up to 400 mm dia. 4 Job Excess(+) Full Conversion INR

9 Installtion of pipes : Installation of dept. supplied water supply pipes(upto lengths of 6mtrs.) with fittings as required of following sizes including transporting, loading, unloading from departmental stores to the work site & laying in trenches new/ serviceable, C.I. socket & spigot/ flanged water quality pressure pipe ,lowering & keeping them in position to correct alignment & levels , jointing(push on) with the existing pumping line, testing the pipes after making necessary joints (lead joints/flange joints/mechanical joints if any will be measured & paid separately),tetsing at required pressure up to 10 kg/cm2 with minimum duration of testing for two hours with clean & potable water as per specification , as instructed & to the entire satisfaction of EIC

9.1 Up to 150 mm dia. 20 Job Excess(+) Full Conversion INR

9.2 200 mm to 300 mm dia. 6 Job Excess(+) Full Conversion INR

9.3 above 300 mm dia & up to 400 mm dia. 4 Job Excess(+) Full Conversion INR

10 GI PIPE & Fittings: Attending the breakdown of underground and aboveground ( risers ) G.I. pipe lines of following sizes and replacement by Supply, Laying, Installation of heavy duty GI 'C' class pipes of Jindal/ Zenith/ TATA following dia. Conforming to IS:1239 of approved make including fitting like elbows, tees, unions, couplings, reducers, enlargers, bends, G.I. threaded flanges etc. all other fittings required for completion conforming to IS: 1239 including cutting the pipes to the required length & replacing the pipes by new one including the cost of all jointing materials like hemp yarn, white or red lead, painting the pipes with bituministic paint & hessian cloth, scraping, testing the pipes with clean & potable water as per standard specifications including removing of existing pipes & transporting the same to the DCSE/ PH/Mechanical stores all as directed by EIC. NOTE:( a) Scaffolding and clamping with GI bracket, U clamp, support of riser pipe line shall be arranged by agency.

10.1 25 mm n.b. RM Excess(+) Full Conversion INR

10.2 32 mm n.b. RM Excess(+) Full Conversion INR

10.3 40 mm n.b. RM Excess(+) Full Conversion INR

10.4 50 mm n.b. RM Excess(+) Full Conversion INR

10.5 65 mm n.b. RM Excess(+) Full Conversion INR

10.6 80 mm n.b. RM Excess(+) Full Conversion INR

10.7 100 mm n.b. RM Excess(+) Full Conversion INR

11 DI PIPES : Providing & laying in trenches centrifugally cast Ductile(spun) iron pressure pipes for water supply Class K-9 of approved make conforming to IS :8329, external zinc bitumen coated & internal cement mortar lined with ISI mark, including keeping them in position to correct alignment & levels, laying (IS 1228), jointing with rubber gasket of SBR as per IS 5382 and/or IS 12820 with ISI mark, cutting to waste of pipes wherever necessary, jointing with the existing pumping line, testing the pipes after making necessary joints to appropriate hydraulic pressure with minimum duration of testing for two hours with clean & potable water as per specifications.

11.1 80 mm. dia. RM Excess(+) Full Conversion INR

11.2 100 mm. dia. RM Excess(+) Full Conversion INR

11.3 150 mm. dia. RM Excess(+) Full Conversion INR

11.4 200 mm. dia. RM Excess(+) Full Conversion INR

11.5 300 mm dia RM Excess(+) Full Conversion INR

11.6 400 mm dia RM Excess(+) Full Conversion INR

12 CPVC PIPES & FITTINGS: Providing & fixing on exposed or concealed surface the of Prince / Astral or equivalent make following sizes chlorinated polyvinyl chloride (C-PVC) pipe of specified class i) Supply & fixing C-PVC pipes, including necessary all fittings confirming to IS -15778. (ii) Laying and fixing the pipe and specials on exposed surface to correct line, level and plumb for water supply line, overflow and vent using M.S. nails/ screw, rowel plugs, wooden gutties and branded clamp of Supreme /Prince make to the pipeline as per the site requirement. (iii) Testing the pipe line to a hydraulic pressure as per manufacturers catalogue for leak proof joints or as prevalent code. (iv) Making leak proof threaded /solvent joints, including cutting the pipe, joint preparation , cloning, marking, application of solvent materials (v) Cutting or making the holes or chase in RCC or brick work structure such as wall, column, beam , slab , hajji & dada etc. for passing the pipe line and reinstating all the damage to its original condition proof joints. (vi) Providing & fixing C-PVC joinable/ threaded fittings such as Union, Nipples, Bends, Elbows. tank connectors, Expansion, Loops ,Bypass, testing the pipes with clean & potable water as per standard specifications including removing of existing pipes & transporting the same to the DCSE stores all as directed by EIC. NOTE: a) Scaffolding and clamping with GI bracket ,U clamp, support of riser pipe line shall be arranged by agency.

12.1 25 mm n.b. 48 RM Excess(+) Full Conversion INR

12.2 32 mm n.b. 90 RM Excess(+) Full Conversion INR

12.3 40 mm n.b. 135 RM Excess(+) Full Conversion INR

12.4 50 mm n.b. 180 RM Excess(+) Full Conversion INR

12.5 80 mm n.b. 30 RM Excess(+) Full Conversion INR

13 CI/DI FITTINIGS: Supply, transporting, laying & jointing C.I. / D.I. fittings /specials fittings like push-on joints, socket & spigot or double end flanged ,Electrolock Joint (Self Restraining system), tees, bends, collars, reducers, enlargers, end cap, single & double flange socket tail piece, plug, duck foot bends, flange joint , tee, flange cross, socket tee & socket cross etc. of approved make including tightening the joints to proper line level & alignment & testing the fittings & joints to 10Kg/cm2 for two hours duration with clean & potable water, rectifying defects/ leakages if any, inclusive of cost of fittings/ specials, labour charge, joints etc. all complete as directed & to the entire satisfaction of EIC. kg Excess(+) Full Conversion INR

14 LEAD JOINT: Making lead caulked joints to CI socket & spigot or double socket pressure pipes & specials of following sizes, for water supply including cost of pig lead, spun yarn, fuel, labour including making sockets pits for lead pouring & caulking & testing the joints to 10 kg/cm2 pressure with minimum period of testing of two hours with clean & potable water, as per specification & directed by EIC.

14.1 Up to 150 mm dia. 18 each Excess(+) Full Conversion INR

14.2 above 150 mm to 300 mm dia. 12 each Excess(+) Full Conversion INR

14.3 above 300 mm dia to 400 mm dia. 6 each Excess(+) Full Conversion INR

15 RECAULKING OF LEAD JOINT: Removing / recaulking of existing damaged, leaky lead caulked joints of CI socket & spigot or double socket pressure pipes & specials of following sizes, for water supply including cost of pig lead, spun yarn, fuel, labour including making sockets pits for lead pouring & caulking & testing the joints to 10 kg/cm2 pressure with minimum period of testing of two hours with clean & potable water, as per specification & directed by EIC.

15.1 Up to 150 mm dia. 12 each Excess(+) Full Conversion INR

15.2 above 150 mm to 300 mm dia. 6 each Excess(+) Full Conversion INR

15.3 above 300 mm dia to 400 mm dia. 6 each Excess(+) Full Conversion INR

16 FLANGE JOINT: Providing and making flanged joints to a double flanged pressure pipes & specials of following sizes for water supply including drilling the holes to the flanges conforming to BS 10 table E including welding / threading the flanges to pipes, providing GI nut bolts with double washers, jointing materials like neoprene rubber insertion or equivalent & testing the joints to 10 kg/cm2 pressure with minimum period of testing of two hours with clean & potable water, as per specification & as directed by EIC.

16.1 Up to 100 mm n.b. 22 each Excess(+) Full Conversion INR

16.2 above 100 mm to 200 mm dia. 12 each Excess(+) Full Conversion INR

16.3 above 200 mm to 300 mm dia. 10 each Excess(+) Full Conversion INR

16.4 above 300 mm to 400 mm dia. 2 each Excess(+) Full Conversion INR

17 MECHANICAL RUBBER JOINT: Providing & making mechanical rubber joints, Mechanical patch collar rubber joint, Mechanical split coller ruuber joints, Mechanical adopter to socket spigot pressure pipes for clean water including cost of rubber gasket, lubricant etc. including testing the joints up to 10 kg/cm2 pressure with minimum period of testing of two hours with clean & potable water, as per specification & directed by EIC.

17.1 Up to 100 mm n.b. 6 each Excess(+) Full Conversion INR

17.2 above 100 mm to 200 mm dia. 6 each Excess(+) Full Conversion INR

17.3 above 200 mm to 300 mm dia. 6 each Excess(+) Full Conversion INR

17.4 above 300 mm to 400 mm dia. 6 each Excess(+) Full Conversion INR

18 GUN METAL VALVE: Providing and fixing Gunmetal Gate valves of New/ Sant / Leader or equivalent make following dia. confirming to IS-778 with new hand wheels at top including fitting like elbows, tees, unions, couplings, reducers, enlargers, bends etc. all other fittings required for completion conforming to IS: 1239 including testing for 10kg/Sqcm with clean & potable water as per standard specifications & as directed by EIC.

18.1 15 mm n.b. Nos. Excess(+) Full Conversion INR

18.2 25 mm n.b. Nos. Excess(+) Full Conversion INR

18.3 32 mm n.b. Nos. Excess(+) Full Conversion INR

18.4 40 mm n.b. Nos. Excess(+) Full Conversion INR

18.5 50 mm n.b. Nos. Excess(+) Full Conversion INR

18.6 65 mm n.b. Nos. Excess(+) Full Conversion INR

18.7 80 mm n.b. Nos. Excess(+) Full Conversion INR

18.8 100 mm n.b. Nos. Excess(+) Full Conversion INR

19 FLOAT VALVE: Supplying of float valves of Prayag or equivalent approved make following dia.& replacing the same by transporting & laying new Prayag or equivalent approved make including fitting like elbows, tees, unions, couplings, reducers, enlargers, bends etc. all other fittings required for completion conforming to IS: 1239 including cutting the pipes to the required length & replacing the pipes by new one including the cost of all jointing materials like hemp yarn, white or red lead, painting the pipes with bituministic paint & hessian cloth, scraping, testing the pipes with clean & potable water as per specification & as directed by EIC.

19.1 25 mm n.b. each Excess(+) Full Conversion INR

19.2 32 mm n.b. each Excess(+) Full Conversion INR

19.3 40 mm n.b. each Excess(+) Full Conversion INR

19.4 50 mm n.b. each Excess(+) Full Conversion INR

20 FLOAT VALVE LEVER: Supplying of float valves levers of Prayag or equivalent approved make following dia.& replacing the same by transporting & laying new Prayag or equivalent approved make including fitting like elbows, tees, unions, couplings, reducers, enlargers, bends etc. all other fittings required for completion conforming to IS: 1239 including cutting the pipes to the required length & replacing the pipes by new one including the cost of all jointing materials like hemp yarn, white or red lead, painting the pipes with bituministic paint & hessian cloth, scraping, testing the pipes with clean & potable water as per specification & as directed by EIC.

20.1 25 mm n.b. 3 each Excess(+) Full Conversion INR

20.2 40 mm n.b. 6 each Excess(+) Full Conversion INR

20.3 50 mm n.b. 9 each Excess(+) Full Conversion INR

21 CPVC MALE/ FEMALE THREADED ADOPTER BRASS : CPVC-MTA (Male/ female Threaded Adopter) of Prince /Supreme make of following sizes including cutting the pipes to required length & replacing the pipes by new one and cost of all jointing all per standard specifications & as directed by EIC.

21.1 Size 25 mm n.b. each Excess(+) Full Conversion INR

21.2 Size 32 mm n.b. each Excess(+) Full Conversion INR

21.3 Size 40 mm n.b. each Excess(+) Full Conversion INR

21.4 Size 50 mm n.b. each Excess(+) Full Conversion INR

21.5 Size 65 mm n.b. each Excess(+) Full Conversion INR

21.6 Size 80 mm n.b. each Excess(+) Full Conversion INR

22 Water Meter :Supply, Installation, testing and commissioning of mechanical type class-B Domestic water meters of following sizes confirming to ISO 4064/1 and IS:779 and of ISI marked and of approved makes of Capstan Meters (I) Ltd. / Kranti / Itron India Pvt ltd. along with meter test report from MCGM. Supply of new water meter and transportation to MCGM lab for testing, loading, unloading, stacking at site etc. with strainer necessary fittings all complete as per specification & directed by EIC. Scope of work also includes cutting of the pipe & welding, threading, strainer of pipe, installation of required gaskets, GI nut & bolts etc. at Locations as per List attached.

22.1 Size 25 mm diameter 2 each Excess(+) Full Conversion INR

22.2 Size 40 mm diameter 2 each Excess(+) Full Conversion INR

22.3 Size 50 mm diameter 2 each Excess(+) Full Conversion INR

23 VALVE CHAMBERS: Construction of brick masonry chambers for valves of following sizes comprising of 230 mm. thick brick masonry in Cement mortar 1:6 over 150mm thick cement concrete 1:3:6 foundation offset 150 mm. on four sides racking out joints & plastering in CM 1:4, 20 mm. thick both on internal & external surfaces finished smooth with a floating coat of neat cement & providing, fabrication and installation of MS cover (Chequer Plate in three parts of 6 mm thickness) for valve chambers with M.S. angle [50x50x6mm] for upper frame covers with stiffness of MS angle size 50x500x5 mm and for lower frame of M.S. angle iron size 65x65x 6 mm, including providing two coat of enamel paint of approved make over one coat of primer, including providing necessary hold fast for fixing, locking arrangement hinges, lifting arrangement, steps & valve operational arrangement in middle etc. all as required & directed & as per drawings, specifications and as instructed by E-I-C.

23.1 Chamber measuring 1400 mm x 1400mm X 1000 mm clear internal dimensions each Excess(+) Full Conversion INR

23.2 Chamber measuring 1200 mm x 1200mm x 1000mm clear internal dimensions each Excess(+) Full Conversion INR

24 EXTRA DEPTH: Extra depth on item no 26.1 & 26.2 above beyond 1000mm internal depth including providing & fixing CI steps each weighing not less than 5.44kg @ 300mm centre to the centre distance, painting etc. complete.

24.1 Chamber measuring 1400 mm x 1400mmM clear internal dimensions M Excess(+) Full Conversion INR

24.2 Chamber measuring 1200 mm x 1200mm clear internal dimensions M Excess(+) Full Conversion INR

25 RCC CHAMBER COVER: Providing RCC precast covers for the sluice valve chambers of the specified sizes , including the cleaning of chambers, cost of necessary steel reinforcement for slab cast in MS box frame 25mm*25mm*5mm size in three equal pieces fabricated angels all around & MS flats stiffeners etc. MS hooks at both sides of top of each cover with reinforcement weighing not less than 110kg/m3, providing & fixing C.I. circular surface box weighing not less than 14kg with a hinged lid over the RCC slab in central piece for key rod operation, all as per specification including shifting of old serviceable covers to the mechanical section stores, disposing the unserviceable materials etc. complete as directed by Engineer-In-Charge. NOTE: Each set contain three RCC precast covers .

25.1 For valve chamber size1400 mm x1400 mm 10 Each Excess(+) Full Conversion INR

25.2 For valve chamber size 1200mm x1200mm 10 Each Excess(+) Full Conversion INR

26 PIT VALVE CHAMBERS:

26.1 Construction of Pit valve chambers of sizes 450*450mm up to 450 mm depth from ground level in 230 mm thick bricks masonry in cement mortar 1:6 & in over a bed of 150mm thick cement concrete 1:4:8 foundation having 150mm offset over brick masonry all around, cement plaster 20mm thick in cement mortar 1:4 on inside, outside & all exposed surfaces finished with a coat of neat cement, necessary cement concrete 1:2:4 seating for RCC covers at top & providing & fixing RCC covers of 50 mm thick, curing etc. complete all as per specification & as directed by Engineer-In-Charge 24 each Excess(+) Full Conversion INR

26.2 EXTRA DEPTH PIT VALVE CHAMBERS: Extra depth on item no 29.1 above beyond 450mm internal depth including, painting etc. complete 108 cm Excess(+) Full Conversion INR

27 SHAHBAD STONE: Labour charges only for laying 50 mm average thickness rough Shahabad stones laying in footpaths over a bed of 150mm thick mudroom to proper slope, including cutting the edges to proper lines & sink/flush pointing with cement mortar 1:3 with 15*10 mm groove crosswise & longitudinally or finishing as per the original & adjacent foot path, curing, cutting of stones wherever required & transporting the stones to the site of work from DCSE stores/removed from site under relevant item etc. complete all as directed by Engineer-In-Charge 168 Sqm Excess(+) Full Conversion INR

28 BRICK WORK: Brick work using bricks as specified in foundation & plinth including curing, racking out joints above ground level & simultaneous pointing below ground level etc. complete all as per specification using cement mortar 1:6 & to the entire satisfaction of Engineer-In-Charge. 10 cum Excess(+) Full Conversion INR

29 CEMENT PLASTER: Cement plaster 20 mm thick in single coat over exterior masonry & concrete surfaces at all levels with cement mortar 1:4, finishing smooth with neat cement to correct line, levels, plumb & curing etc. complete all as directed by Engineer-In-Charge 81 Sqm Excess(+) Full Conversion INR

30 PCC WORK: Cement concrete 1:2:4 using graded stone aggregate of 20mm maximum size including consolidating, finishing, curing, form work etc. as per standards specifications for anchoring, pipe supports etc. all as directed & to the entire satisfaction of EIC. 90 cum Excess(+) Full Conversion INR

31 R R MASONRY IN FOUNDATION: Random rubble masonry using spotless black trap or approved local stone in foundation & plinth, in cement mortar 1:6, including racking out joints or simultaneous flush pointing above ground level/ plinth level, curing etc. complete. 2 Sqm Excess(+) Full Conversion INR

32 R R MASONRY IN SUPER-STRUCTURE: Random rubble masonry using spotless black trap or approved local stone in super-structure, in cement mortar 1:6, including racking out joints or simultaneous flush pointing above ground level/ plinth level, curing etc. complete. 26 Sqm Excess(+) Full Conversion INR

33 HIRING OF JCB: Hiring of JCB machine for excavation, refilling, lifting, & moving of heavy pipes/specials from stores to work site to complete the job. NOTE: a) Hiring JCB for 8 hrs will be considered as one job. b) If the breakdown is attended is less than 8 hrs than JCB shall be utilized for balance hrs as per instruction & directed by EIC with in Anushaktinagar. 56 Per hour Excess(+) Full Conversion INR

34 FABRICATION:

Fabrication & welding for valve chamber cover all levels in steel sections like angles flats tees & channels, MS plain or chequered plates including supplying, cutting, fabricating, welding, installation, & fixing in position on site including painting with a primer coat of approved steel primer etc. complete all as per instructions & directed by Engineer-In-Charge. kg Excess(+) Full Conversion INR

35 REPAIR OF LEAKY PIPE: Repairs & welding of GI/ MS / SS leaky pipes by providing flanges, GI Nut & bolts, spool piece, elbow, bend reducer, enlarger, tee, coupler, adopter etc.. including cost of labour changes, welding materials, grinding, finishing, painting the surfaces, transportation etc. for the water supply system & testing with potable water all as per instructions & directed by Engineer-In-Charge. inch dia Excess(+) Full Conversion INR

36 TRANSPORTING OF POCLAIN MACHINE: Transportation of Poclain machine including loading and unloading at breakdown location in Anushaktinagar and back after completion of work with the help of Trailer. Complete all as per instruction & directed by EIC. Job Excess(+) Full Conversion INR

37 HIRING OF POCLAIN MACHINE: Hiring of Poclain machine for excavation, refilling, etc. work at site (start timing of the machine will be measured after reaching the machine at work site & end time will be measured when the machine will leave the work site after completion of work ) etc. complete all as per instruction & directed by EIC Per hour Excess(+) Full Conversion INR

38 READY MIX CEMENT: Ready Mix Cement Concrete of grade M-20 (For road cutting works) conforming to I.S.456-2000 using 20mm. maximum size down graded stone aggregate including machine mixing, conveying, placing in position, mechanical consolidation, finishing, curing, mech cum Excess(+) Full Conversion INR

39 PAVOR BLOCKS: Providing and fixing New 80 mm thick factory made rough finished interlocking paver blocks of approved make, colour, shape laid in pattern, manufactured with cement concrete grade not less than M-40, including supplying & laying 50 mm thick stone grit & dust evenly spread over the sub base including preparation & consolidation of sub base, and vibrating the paver block surface with surface vibrator, finished in line, level and filling the joints with fine sand and removal of excess sand, cleaning the surface etc. complete all as per specifications and as directed by the Engineer-in-Charge. Sq. m Excess(+) Full Conversion INR

40 DISPOSAL: Disposal of all excavated surplus earth material/ debris to be transported and disposed to outside the colony by on its own transport arrangement without any extra payment including loading, unloading, stacking levelling if required transporting at site etc. complete directed by the EIC. cum Excess(+) Full Conversion INR

41 PP-R PIPE & Fittings on exposed surfaces: Supplying & fixing on Exposed surfaces the following dia. of Supreme / Prince / Astral approved make polypropylene random co-polymer (PP-R) UV stabilised pipe of specified class consisting following items of work:- i) Supplying & fixing ISI marked PP-R pipes and fittings conforming to IS:15801. ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using M.S. nails/screws, rawl plugs, wooden gutties and branded clamps of approved make metal clamps with Rubber seal as per the site requirement. iii) Testing the pipe line to a hydraulic pressure as per manufacturers catalogue for leak proof joint or as per relevant code. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. v) Providing and fixing PP-R weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc. all as per specification, drawings and as directed by EIC. vi) PP-R pipes and fittings/ specials shall be of same brand. NOTE: 1) The rate shall also include for PP-R pipe & specials required for making connections with the existing GI/ CPVC/UPVC/ CPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Machine for making PP-R joints (Paste/ weldable / threaded) shall be arrange by agency.

40 mm n.b .size (SDR 6) 12 RM Excess(+) Full Conversion INR

0.0 50 mm n.b size (SDR 6) 60 RM Excess(+) Full Conversion INR

42 PP-R PIPE & Fittings below the ground or floor: Supplying and laying below the ground or floor, the following diameter polypropylene random co-polymer (PP-R) pipe line of Supreme / Prince / Astral approved make of specified class, consisting the following items of work: i) Supplying & fixing ISI marked PP-R pipes and fittings conforming to IS:15801. ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Testing the pipe line to a hydraulic pressure as per manufacturers catalogue for leak proof joint or as per relevant code. iv) Making leak proof threaded/welded joints. including cutting the pipe, cleaning, marking, heating, welding, cooling etc. and the cost of jointing materials. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi) Providing and fixing PP-R weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc. all as per specification, drawings and as directed by EIC. vii) PP-R pipes and fittings/ specials shall be of same brand. NOTE: 1) The rate shall also include for PP-R pipe & specials required for making connections with the existing GI/ CPVC/UPVC/ CPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Machine for making PP-R joints (Paste/ weldable / threaded) shall be arrange by agency.

50 mm nb .size (SDR 6) 30 RM Excess(+) Full Conversion INR

HYDRO PRESSURE TESTING: Hydro pressure testing of underground and exposed pipe line up to 200 mm diameter as per items mentioned below: NOTE: a)Open/Bore well water arrangement shall be done by agency. b)Value of line pressure & pressure hold timing as per relevant IS Standard of pipe line.

0.0 Hydro Pressure Testing up to 300 meter length. Consumable items Open/Bore well Water 12000 Litres PCC BLOCKS 1 cum Rubber Gasket up to dia 200 mm 3 nos Hiring items Pressure pump up to 10 kg pressure 1 no Pressure Gauge up to 15 kg 1 no Blank Flanges up to dia 200 mm with nut & bolts 3 nos Gun metal NRV dia 25 mm 01nos Gun Metal Valve dia 25 mm 03 nos Air Valve size dia25 mm 01 nos GI PIPING & FITTINGS SIZE 25 MM CLASS 'C' 6 RM NOTE: Value of presser and pressure holding time as per relevant IS standard. 1 Job Excess(+) Full Conversion INR

0.0 Hydro Pressure Testing up to 500 meter length Consumable items Open/Bore well Water 18000 Litres PCC BLOCKS 1 cum Rubber Gasket up to dia 200 mm 3 nos Hiring items Pressure pump up to 10 kg pressure 1 no Pressure Gauge up to 15 kg 1 no Blank Flanges up to dia 200 mm with nut & bolts 3 nos Gun metal NRV dia 25 mm 01nos Gun Metal Valve dia 25 mm 03 nos Air Valve size dia25 mm 01 nos GI PIPING & FITTINGS SIZE 25 MM CLASS 'C' 6 RM NOTE: Value of pressure holding time as per relevant IS standard of pipe 1 Job Excess(+) Full Conversion INR

0.0 UPVC PIPES & FIITINGS:Supplying & fixing the following non treaded UPVC sovent welded pipes of approved make of M/s Supreme or M/s Prince as per ASTM D-1785 and fittings as per ASTM D-2466 and ASTM D-2467 (white or offwhite colour) of specified class, consisting following items of work:- i)Supplying & fixing ASTM non-treaded UPVC sovent welded pipes as per ASTM D-1785 and fittings as per ASTM D-2466 and ASTM D-2467 . ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant code. iv) Making leak proof threaded / welded joints. including cutting the pipe, cleaning, marking, heating, welding, cooling etc. and the cost of jointing materials. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vii) Providing and fixing UPVC weldable / threaded fittings such as Union, Nipples, Bendes, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc

0.0 Dia 25 mm (1" n.b) 30 RM Excess(+) Full Conversion INR

0.0 Dia 32 mm (1 1/4" n.b) 30 RM Excess(+) Full Conversion INR

0.9 Dia 40 mm 1 (1/2" n.b) 30 RM Excess(+) Full Conversion INR

0.9 Dia 50 mm (2" n.b) 30 RM Excess(+) Full Conversion INR

0.0 Dia 80 mm (3" n.b) 12 RM Excess(+) Full Conversion INR

0.0 UPVC BALL VALVES:Providing and Fixing UPVC (white or offwhite colour) Ball valve with stainless steel / Brass ball of Approved make of M/s Prince/ M/sSupreme make suitable for ASTM D 1785 pressure uPVC pipes with material and labour, making water proof joints, including cost of jointing material and UPVC specials if required & testing the joints.Including 4" long nipple pipes, etc complete as per directions of engineer-in-charge.

0.0 Dia 25 mm (1" n.b) 6 each Excess(+) Full Conversion INR

0.0 Dia 32 mm (1 1/4" n.b) 6 each Excess(+) Full Conversion INR

0.9 Dia 40 mm 1 (1/2" n.b) 12 each Excess(+) Full Conversion INR

0.9 Dia 50 mm (2" n.b) 12 each Excess(+) Full Conversion INR

0.0 Dia 80 mm (3" n.b) 2 each Excess(+) Full Conversion INR

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