BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING, EXCAVATION, LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN SUMP TO ESR PIPELINE, R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R. 100000 LITER CAPACITY AND 12.0 MT HEIGHT, PUMPING MACHINERY FOR SUMP 12.5 H.P 720 LPM & 24.0 M HEAD, TRANSPARENCY, WATER QUALITY BOARD AND SLOGAN PAINTING WORKS. AT.NANA MACHIYALA VILLAGE WATER SUPPLY SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI. UNDER AUGMENTATION TAP CONNECTIVITY IN RURAL AREA GENERAL PROGRAMME. (Fifth Attempt)

: NAME OF WORK :

BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING,

EXCAVATION, LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN SUMP

TO ESR PIPELINE, R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R.

LITER CAPACITY AND 12.0 MT HEIGHT, PUMPING MACHINERY FOR SUMP 12.5 H.P

720 LPM & 24.0 M HEAD, TRANSPARENCY, WATER QUALITY BOARD AND

SLOGAN PAINTING WORKS. AT.NANA MACHIYALA VILLAGE WATER SUPPLY

SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI. UNDER AUGMENTATION TAP

CONNECTIVITY IN RURAL AREA GENERAL PROGRAMME. (Fifth Attempt)

ESTIMATED COST:RS

BID INVITED BY UNIT MANAGER,

D.W.S.U., Water & Sanitation Management Organization

“BatukSmruti”, Denabank Society, Behind Gopi Cinema, Near

BrahmSamajVadi, Amreli – 365601. Ph. No: (02792)

E-mail: [email protected]

VILLAGE WATER & SANITATION COMMITTEE, NANA

At.:NANAMACHIYALA,Taluka: AMRELI, District: AMRELI

BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING,

EXCAVATION, LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN

SUMP TO ESR PIPELINE, R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C.

E.S.R. 100000 LITER CAPACITY AND 12.0 MT HEIGHT, PUMPING MACHINERY

FOR SUMP 12.5 H.P 720 LPM & 24.0 M HEAD, TRANSPARENCY, WATER

QUALITY BOARD AND SLOGAN PAINTING WORKS. AT.NANA MACHIYALA

VILLAGE WATER SUPPLY SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI.

UNDER AUGMENTATION TAP CONNECTIVITY IN RURAL AREA GENERAL

PROGRAMME. (Fifth Attempt)

Sr.No. Particulars PageNo.

1 Bid Data Sheet

2 Tender Notice

3 Appendix to Bid Details

7 Schedule-B part

8 Payment Schedule for Construction of RCC ESR AND

9 (A) DATA SHEET of RCC ESR AND SUMP.

10 Gujarati Specification for Sumpand ESR, General Term

9 Schedule of payment Pipeline

10 Gujarati Specification for Pipeline, General Term and

13 In Village Water Supply Key Plan

For Tender and Work details and Queries, Please Contact

following Officers.

Sr. Contact Nos.

Name of Officer Designation & Address

No. Office Mobile

1. Shri.P.G.Makvana Sir

D.W.S.U. , AMRELI

ShriBaldevbhaiChauh Dist. Co-Ordinator

an D.W.S.U. AMRELI

Assistant Technical 02792–

3. Shri. N.D.Kalkani

D.W.S.U. AMRELI

Dy.Manager (S.M.)

4. Shri. J.J.Dharajiya

D.W.S.U. AMRELI

ShriAshokbhai G. Accountant

Jodhani D.W.S.U. AMRELI

NOTICE INVITING ON-LINE TENDER

DETAILS ABOUT ON-LINE TENDER

Department Name Water & Sanitation Management Organization.

Circle / Division DISTRICT WATER AND SANITATION UNIT,

IFB No. / Tender Notice No.6, Year 2025-26 (Fifth Attempt)

Name of Project AUGMENTATION TAP CONNECTIVITY IN

RURAL AREA GENERAL PROGRAMME

Name of Work BID DOCUMENT FOR CONSTUCTION OF

VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE,

SPECIALS FOR FITTING, EXCAVATION,

LOWERING, LAYING, JOINTING, REFILLING OF

RISING MAIN SUMP TO ESR PIPELINE, R.C.C.

U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R.

100000 LITER CAPACITY AND 12.0 MT HEIGHT,

PUMPING MACHINERY FOR SUMP 12.5 H.P

LPM & 24.0 M HEAD, TRANSPARENCY, WATER

QUALITY BOARD AND SLOGAN PAINTING

WORKS. AT. NANA MACHIYALA VILLAGE

WATER SUPPLY SCHEME. TALUKA: AMRELI,

DISTRICT: AMRELI. UNDER AUGMENTATION

TAP CONNECTIVITY IN RURAL AREA

GENERAL PROGRAMME. (Fifth Attempt)

Estimated Contract Value Rs.21,80,093.95(twenty one lac. Eighty thousand

(INR) ninety three rupee Only)

Period Of Completion (In 4 (Three) Months (Including Rainy Season)

Bidder Type Open

Bid Call (Nos.)

Tender Currency Type Single

Tender Currency Settings Indian Rupee (INR)

Joint Venture Not Applicable

Rebate Applicable

TENDER FEES, EMD & S.D. DETAILS

Bid Document Fee (Rs.) Rs.900=00(Rupees Nine Hundred Only)

Bid Document Fee Payable To Unit Manager, District Water & Sanitation Unit,

Bid Security / EMD (INR) Rs.218001-00(Twenty one thousand Eighty

hundred one Only)

Bid Security / EMD in Favor Chairman, Village Water & Sanitation

Of Committee NANA MACHIYALA.Tal.AMRELI

Total Security Deposit AS per Prevailing Norms

TENDER SCHEDULE & OTHER DETAILS

Bid Document Downloading Start Date Please refer online document.

Bid Document Downloading End Date Please refer online document.

Pre Bid Meeting Not Applicable

Last Date & Time for Receipt of Bids Please refer online document.

Bid Validity Period 120 Days

1. Tender fees shall be in the form of DD only. EMD can be paid in the form of DD

or FDR. The instrument shall be issued by Bank List as per Finance Department

GR. No. EMD/10/2019/50/DMO Date: 01/11/2019, The Bid Doccument Fee

(Tender Fee) shall be issued in the name of the “Unit Manager”, District Water &

Sanitation Unit, AMRELI and the EMD shall be Issued in the Name of the

“Chairman”, Village Water & Sanitation Committee, NANA MACHIYALA,

TALUKA.AMRELI, DIST.AMRELI. Tender fee and EMD shall be submitted in

electronic format only through online (by scanning) while uploading the bid.

This submission shall mean that tender fee and EMD are received for purpose of

opening the Bid. Accordingly, offer of those shall be opened whose tender fee

and EMD is received electronically. However for the purpose of realization of

instrument, Bidder shall send the instrument in original through R.P.A.D. /

Speed Post so as to reach to the concerned office as mentioned in the tender

document date 04/04/2026 of the last day of the Submission up to 15:00 hr. For

not submitting the instrument in original, Bidder shall be banned from

participation in any tender of the Board for period of three (3) years as a penalty

action. Documents in support of bid shall be submitted in Electronic format

online by scanning. No hard copy shall be accepted. Special Note:-1) ‘E-1’ class

bidder, However the bidder will have to Post Qualify as per preliminary stage

given in the bid document. 2) Online tender is invited in “One Bid” system from

intending bidders.Bidders who are registered in”R& B or Irrigation Dept. or

GWSSB in Appropriate ‘E-1’ Class, and above” And the contractor must have

experience of below work. Please consider Tender in B-1 form. With tender

bidders have to attach.Copy of Registration, Current Year Fresh Bank Solvency

which is Minimum 20% of Estimate Cost, No Experience will taken is count

except above said years. For qualification and affidavit of Rs.300/- stamp is

2. The Scanned Copy of the DD (Tender fees), FDR (EMD), PAN Card, GST

Registration, Necessary Bank Solvency of Current Year which is Minimum 20%

of Estimate Cost will have to be uploaded with all others required documents

3. The EMD (FDR) shall be produced for minimum period of 90 days.

4. The Original DD (Tender Fee), FDR (EMD), Copy of PAN Card, GST Reg.,Copy

of Registration Certificate, Copy of bank solvency (Current Year) which is 20%

of Estimate Cost , etc., shall be sent through R.P.A.D. / Speed Post so as to reach

to the concerned office as mentioned in the tender document date 04/04/2026 of

the last day of the Submission up to 15:00 hr

5. Bidders who have Registration in “E-1”Classand above category are eligible to

participate in tender.

6. Bidders who are Registered in “R & B or Irrigation Dept. or GWSSB Dept. in

Appropriate classE-1, D, C, B, A, AA”.

7. Scanned copy of registration certificate will have to be uploaded compulsory.

Preliminary Stage Bid Opening Date 05/04/2026 up to 12:00 pm.

Price Bid Opening Date (If Possible) 05/04/2026 up to 12:15 am.

ELIGIBILITY CRITERIA

Please consider Tender in B-1 form. With tender bidders have to attach.Copy of

Registration, Current Year Fresh Bank Solvency which is Minimum 20% of Estimate

Cost, No Experience will taken is count except above said years. For qualification

and affidavit of Rs.300/- stamp is compulsory.

Officer Inviting Bids Unit Manager, District Water & Sanitation

Unit, AMRELI, On behalf of Chairman, Village

Water & Sanitation Committee, NANA

MACHIYALA, Taluka :AMRELI

Address D.W.S.U., Water & Sanitation Management

Organization (WASMO),

“BatukSmruti”, Denabank Society, Behind Gopi

Cinema, Near BrahmSamajVadi,Amreli–

Contact Details Ph. No& Fax : (02792)

Bid Opening Authority Unit Manager, District Water & Sanitation

Unit, AMRELI, On behalf of Chairman, Village

Water & Sanitation Committee, NANA

MACHIYALA, Taluka :AMRELI

Address D.W.S.U., Water & Sanitation Management

Organization (WASMO), “BatukSmruti”,

Denabank Society, Behind Gopi Cinema, Near

BrahmSamajVadi, Amreli–

GENERAL TERMS & CONDITION

1. The general terms & conditions are as per tender documents.

2. The cost of Tender document will not be refund under any circumstances.

3. EMD in the form specified in tender document only shall be accepted. EMD &

Tender fees shall be of Bank List as per Finance Department GR. No.

4. The offer shall be valid for 90 days from the last date of receipt of Bid.

5. Tenders without tender document fees, Earnest Money Deposit (EMD) and

which do not fulfill all or any of the condition or submitted incomplete in any

respect will be rejected.

6. Not more than one tender for single work shall be submitted by a rendered.

Bidder can submit the bid for the package individual. Bidder can apply as

7. Conditional tender shall not be accepted.

8. WASMO reserves the right to accept lowest responsive offer based on

evaluation of package or rejects any or all tenders without assigning any reason

9. The notice shall form a part of contract document.

10. The tendered are advised to read carefully the instruction and Eligibility criteria

i.e. contained in the tender documents.

11. The internet site address for E- Tender is www.nprocure.com and that of

cooperate website is www.gwssb.org

12. The details of above notice will be available on www.nprocure.com

13. In case bidders need any clarifications or if training required to participate in

online tenders, they can contact (n)Procure

(n)Procure Cell

403, GNFC Info tower, S.G. Road,

Bodakdev, Ahmedabad – 380054 (Gujarat)

14. Bidders who wish to participate in this E-Tender will have to procure valid

digital certificate as per information Technology Act 2000. Bidders can procure

this certificate from any of the Government approved certifying agency i.e.

consultancy services.

15. Bidders shall upload the tender documents after remit the tender fee and EMD

in form of DD as mentioned above & same will be scan with all documents &

purpose of realization of DD bidder shall sent original through R.P.A.D. /

Speed Post so as to reach to the concerned office as mentioned in the tender

document date 04/04/2026 of the last day of the Submission up to 15:00 hr. This

should be as per details given on line and it should be remitted before the last

date of uploading the tender. The intending bidders have to scan all necessary

related documents. The bidders should submit all forms electronically only.

16. The tender document for these work are available only in Electronic format

which Bidder can be download free of cost.

17. Bidder shall submit their offer in Electronic format on above mentioned website

on or before the scheduled date and time as mentioned after Digitally Signing

the same. No offer in physical form will be accepted and any such offer if

received by the WASMO will be out rightly rejected.

18. The Preliminary stage & Price Bid will be opened on the specified date online

on website http://www.nprocure.com. Bidders or their representative who

wish to participate in online tender opening can log on to

http://www.nprocure.com on the due date and time, mark their presence and

participate in online tender opening. Bidders who wish to remain present at

WASMO premise at the time of tender opening can do so. Only one

representative of each firm will be allowed.

19. Interested bidders can view detailed tender notice and download tender

documents from the website i.e. http://www.nprocure.com

20. Bidders who wish to participate in online tender have to register with the

website through the “New User Registration” link provided on the home page.

Bidder will create login id & password on their own in registration process.

21. Bidders who wish to participate in e-Tender need to fill data in predefined

forms of tender fee, EMD, experience details and Price bid only.

22. Bidder should upload scan copies of reference documents in support of their

eligibility of the bid.

23. After filling data in predefined forms bidders need to click on final submission

link to submit their encrypted bid.

24. Bidders are requested to read carefully all instruction before submitting bid.

Bidders also have to scan all documents without fail.

25. “F.D.R. for EMD & D.D. for Tender Fee shall be submitted in electronic format

only through online (by scanning) while uploading the bid. This submission

shall mean that E.M.D. & TENDER FEE ARE RECEIVED FOR PURPOSE OF

OPENING THE BID. Accordingly offer of those shall be opened whose E.M.D.

& Tender Fee is received electronically; however for the purpose of realization

of D.D. bidder shall send the D.D. in original through R.P.A.D. / Speed Post so

as to reach to the concerned office as mentioned in the tender document date

04/04/2026 of the last day of the Submission up to 15:00 hr. For not submitting

D.D. in original bidder shall be banned to participate in any tender of the

WASMO / GWSSB Board for period of 3 years as a penalties action.

Any document in supporting of tender bid shall be submitted in electronic

format only through online (by scanning etc.) & hard copy will not be accepted

26 The agency shall have experience of contract of minimum one work of similar

nature the necessary certificate in parallel government Performa shall be

uploaded with the tender.

27 The agency has to up load copy of Rs. 300/- Stamp papers duly notarized

before authorized notary of Government which showing that those

certificates and all information’s uploaded by him are true in form of

Signature of Contractor Unit Manager

D.W.S.U. (WASMO)

APPENDIX TO BID DETAILS

Name of Package : AUGMENTATION TAP CONNECTIVITY IN RURAL

AREA GENERAL PROGRAMME

District : AMRELI

Name of Work : BID DOCUMENT FOR CONSTUCTION OF

VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE,

SPECIALS FOR FITTING, EXCAVATION,

LOWERING, LAYING, JOINTING, REFILLING OF

RISING MAIN SUMP TO ESR PIPELINE, R.C.C.

U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R.

100000 LITER CAPACITY AND 12.0 MT HEIGHT,

PUMPING MACHINERY FOR SUMP 12.5 H.P

LPM & 24.0 M HEAD, TRANSPARENCY, WATER

QUALITY BOARD AND SLOGAN PAINTING

WORKS. AT. NANA MACHIYALA VILLAGE

WATER SUPPLY SCHEME. TALUKA: AMRELI,

DISTRICT: AMRELI. UNDER AUGMENTATION

TAP CONNECTIVITY IN RURAL AREA GENERAL

PROGRAMME. (Fifth Attempt)

Amount put to Tender : Rs.2180093.95

Time limit for Completion : 4 (Three) Months (Including Rainy Season)

Bid Security : Rs.21800.00/-

(Approximately 1% of amount put to tender)

Bid Capacity calculation (N= :

Brief Description of Project : This Component is prepared for GRAMYA JAL &

SWACHHACHTA SAMITI NANA MACHIYALA

TALUKA:AMRELI for RaisingWater Storage Facility in

Village. Water collected in

RespectiveMahiTapingandThan Sump to ESR by Rising

Main Line and ThanDistributed to theGravity by ESR

consumers through network of Distribution System.

Brief Description of works : The main scope of works/service to be done /

provided by the contractor under this bid will be

Construction Scope : CONSTRUCTION WORK OF R.C.C. U/G SUMP,

R.C.C. ESR, EXCAVATION, LOWERING, LAYING,

JOINTING, REFILLINGOFRISING MAIN SUMP TO

ESR PIPELINE, PUMPING MACHINERY FOR

BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING, EXCAVATION,

LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN SUMP TO ESR PIPELINE,

R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R. 100000 LITER CAPACITY AND

12.0 MT HEIGHT, PUMPING MACHINERY FOR SUMP 12.5 H.P 720 LPM & 24.0 M HEAD,

TRANSPARENCY, WATER QUALITY BOARD AND SLOGAN PAINTING WORKS. AT.NANA

MACHIYALA VILLAGE WATER SUPPLY SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI.

UNDER AUGMENTATION TAP CONNECTIVITY IN RURAL AREA GENERAL PROGRAMME.

(Fifth Attempt)

Schedule showing approximate quantity of materials to be supplied to the contractor at the

PaniSamitistore for the work to be executed on contract and the rate at which they are to be

Sr, Particulars Quantity Issue Unit Rate Place of Delivery

NIL NIL NIL NIL NIL

Signature and Stamp Signature and Stamp

President Agency of Work

VWSC NANA MACHIYALA

No. Schedule Name of Work Amount Rs.

PROVIDING AND SUPPLYING PVC

PIPELINE,SPECIALS FOR FITTING,

1 B (PartI) EXCAVATION, LOWERING, LAYING, JOINTING,

REFILLING, OF DISTRIBUTION PIPELINE

SCHEDULE – CONSTRUCTION OF R.C.C. ESR 100000 LIT.

2 B (PartII) CAPACITY WITH 12.0 MT HEIGHT.

SCHEDULE – CONSTRUCTION OF R.C.C. U/G SUMP 250000 LIT.

3 B (Part-III) CAPACITY.

Memorandum showing item of work to be

carried out for Horizontal Submersible

Pumping Machinery forBore Site 12.5 HP,

720LPM, 24.0 Mt Head,

SCHEDULE – CONSTRUCTION OF pump House 2m * 2m

5 B (Part-V) * 3m at Machiyala nana

Memorandum showing item of work to be

6 B (Part-VI) carried out for Transparency, Water Quality

Board and Slogan Painting,

I /We am/are willing to carry out the work at………………………….. above /below

………………………………. (Should be written in figures and words) the estimated cost

mentioned above. Amount of my / our tendered work is as under.

ESTIMATED AMOUNT PUT TO TENDER.

Deduct Rs. _______________ % below.

Signature and Stamp Signature and Stamp

President Agency of Work

VWSC NANA MACHIYALA

BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING, EXCAVATION,

LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN SUMP TO ESR PIPELINE,

R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R. 100000 LITER CAPACITY AND

12.0 MT HEIGHT, PUMPING MACHINERY FOR SUMP 12.5 H.P 720 LPM & 24.0 M HEAD,

TRANSPARENCY, WATER QUALITY BOARD AND SLOGAN PAINTING WORKS. AT.NANA

MACHIYALA VILLAGE WATER SUPPLY SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI.

UNDER AUGMENTATION TAP CONNECTIVITY IN RURAL AREA GENERAL PROGRAMME.

(Fifth Attempt)

SCHEDULE – B (PartI)

Memorandum showing item of work to be carried out for PROVIDING AND

SUPPLYING PVC PIPELINE,SPECIALS FOR FITTING, EXCAVATION, LOWERING, LAYING,

JOINTING, REFILLING, OF DISTRIBUTION PIPELINE . AT. VILLAGE: NANA MACHIYALA

NAME OF WORK: LOWERING, LAYING AND JOINTING DISTRIBUTION PIPELINE

S.O.R. BOARD 2022-2023

Qty Unit Description Rate Per Amount

Excavation for pipe line trenches for water supply, sewerage line, manhole

etc. all with shoring and struting if required as per required gradient and

line including safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete for all lifts

and strata as specified. Up to 1.50 mt Depth.

261.16 Cum A) In all Sorts of Soil and Soft Murrum 89.00 Cum

152.01 Cum B) In Hard Murrum 135.00 Cum

D) In hard rock or C.C. 1:2:4 or RCC with blasting and chiseling

22.43 Cum 372.00 Cum

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of

following class and diameter including cost of conveyance from stores to

site of works including cost of labour, material, cement solvent, giving

satisfactory hydraulic testing as per ISI code.

682.00 Rmt 140 mm dia PVC 6 Kg/cm2 23.00 Rmt

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest

Edition) of following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete.

Sluice Valves with ISI mark only PN-1

2.00 Nos 100mm dia 3563.00 Nos

Lowering, laying and jointing in position following C.I. / D/F Reflux valves,

Butterfly valves, Sluice valves and Air valves including cost of all labour,

jointing material, icluding nut bolts and giving satisfactory hydraulic testing

2.00 Nos 100 mm sluice valve 439.00 Nos

Construction of valves chambers in brick or bela stone masonry, locally

available in C. M. 1:6. Foundation concrete 150 mm thick in C. C. 1:4:8 of

trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3

and cement pointing outside in C. M. 1:3 and top cover of precast RCC slab

100 mm thick (with key hole in two parts, each with handles or MS Bar etc.

complete as given size) Upto 1 Mt. depth from G. L. to pipe invert level incl.

complete civil works incl. cost of excavation and refilling, with cast in situ

RCC slab in one single piece with fixing of CI-MH Frame and cover (excl. cost

of CI-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6

with precast slab in two parts 15mm

2.00 Nos Size 0.60m. x 0.60m. x 1.00m. depth 5380.00 Nos

Refilling the pipeline trenches including ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km.

Cum Refilling 22.00 Cum

NAME OF WORK: LOWERING, LAYING AND JOINTING RISING MAIN PIPELINE SUMP TO ESR

S.O.R. BOARD 2022-2023

Providing and supplying at store or site of work incl. freight, loading,

unloading, stacking, insurance and all taxes etc. complete

PVC Couplers 6kg/cm² (Moulded)

1 No 140mm dia 295.00 No

PVC Elbow (Moulded)

2 No 140mm dia 1078.00 No

PVC Bend 90º (Fabricated) 6.0 kg.

4 No 140mm dia 4148.00 No

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846

(Latest Edition) of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

Sluice Valves with ISI mark only PN-1

1.00 No 125mm dia 4464.00 No

Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312

(Latest Edition) of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

1.00 No 125mm dia 6750.00 No

Excavation for pipe line trenches for water supply, sewerage line, manhole

etc. all with shoring and struting if required as per required gradient and

line including safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete for all lifts

and strata as specified

22.00 Cum a) In all sorts of soil and soft murrum 89.00 Cum

13.00 Cum b) In hard murrum, boulders incl. macadam road 135.00 Cum

2.00 Cum d) In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, 372.00 Cum

chiseling, or by chiseling/breaking only

Lowering, laying, fixing and jointing PVC / uPVC / cPVC pipes and specials of

following class and diameter including cost of conveyance from stores to

site of works including cost of labour, material, cement solvent, giving

satisfactory hydraulic testing as per ISI code

60.00 Rmt 140 mm diaPvc 6 kg / cm2 23.00 Rmt

Lowering, laying and jointing in position following C. I. / D/F Reflux valves,

Butterfly valves, Sluice valves and Air valves including cost of all labour,

jointing material, including nut bolts and giving satisfactory hydraulic

testing, etc. complete

1.00 No 125mm dia 479.00 No

1.00 No 125mm dia 479.00 No

Construction of valves chambers in brick or bela stone masonry, locally

available in C. M. 1:6. Foundation concrete 150 mm thick in C. C. 1:4:8 of

trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3

and cement pointing outside in C. M. 1:3 and top cover of precast RCC slab

100 mm thick (with key hole in two parts, each with handles or MS Bar etc.

complete as given size) Upto 1 Mt. depth from G. L. to pipe invert level incl.

complete civil works incl. cost of excavation and refilling, with cast in situ

RCC slab in one single piece with fixing of CI-MH Frame and cover (excl. cost

of CI-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6

with precast slab in two parts 15mm

1.00 No Size 0.60m. x 0.60m. x 1.00m. depth 5380.00 No

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. refilling as

36.50 Cum Refilling 22.00 Cum

SCHEDULE – B (PartII)

Memorandum showing item of work to be carried out for R.C.C. E.S.R. 1.00 Lac

Lit. Cap. And 12.0 Height with S.B.C. 10.0 T/M² At. Village: NANA MACHIYALA.

QTY UNIT DISCRIPTION OF ITEM RATE PER AMOUNT

Constructing RCC Elevated service Reservoir of the

following capacity and height using using latest

S.B.C. of proposed site, Seismic zone, Wind speed

Zone. Including (1) Container shapes any suitable

type (or as specified). (2) Staging consisting of

column brace trestle / shaft / combination column -

brace trestle and shaft as appropriate (or as

specified) and (3) Appropriate foundation system.

This includes excavation in all types of soil strata

(including hard rock), casting 100 mm thick P.C.C.

leveling course in M-10. Refilling the pit with proper

soil and disposing of the surplus stuff at all required

lead. (4) This will also include cement plaster in CM

1:2 with approved water proofing compound to

inside container. (i.e. walls, base, top slab/dome

bottom etc.all) (5) All types of labour& material

charges of lowering, laying, erecting / hosting &

joining of pipe assembly of Inlet, Outlet, Overflow,

Washout and bye pass arrangement as per hydraulic

design are including. (6) Providing and fixing of any

accessories (Specified) CI Manhole frame and

covers, water level indicator, lightening conductor,

GI Pipe railing around walk way, at roof level, at

gallery and around landing of inside shaft, Adequate

cowl type ventilators or lantern type ventilator with

stainless steel jali.

(7) Scope of work includes construction RCC spiral

staircase with adequate tie beams, staircase footing,

R.C.C. chambers for valves, ventilating shaft and

ventilators as well as door in shaft. (8) Including

providing and applying three coats of cement paint /

snowcem (as specified) to the whole structure. (9) It

also includes satisfactory water tightness rest as per

relevant I.S. Code and painting name of scheme &

capacity on the tank as per direction of engineer in

List of Indian Standards for design of ESR

Note: The structural design of ESR shall be in

accordance with provisions of relevant Indian

1) I.S. 3370 part I & II 2009 or Its latest revision.

1.1) I.S. 3370 part III & IV 1965 or Its latest revision

2) I.S. 456-2000 or Its latest revision

3) I.S. 11682- 1985 or Its latest revision

4) I.S. 1893-2002 part I to V or Its latest revision

5) I.S. 13920 – 1993, or Its latest revision

6) I.S. 875 part I to III, 1987 or Its latest revision

7) I.S. 11089 – 1987 or Its latest revision

GENERAL SPECIFICATIONS:

1) The Min. concrete grade for RCC shall be M-30.

Proportion of concrete ingredients shall be as per

Mix design using weigh batching.

2) HYSD (Fe 415) or higher grade reinforcing bars

confirming to IS 1786/1139 or CRS/TMT bars shall be

used as per detailed specification.

3) In case of column brace trestle type staging having

more than 6 columns internal horizontal bracing is

obligatory. One bracing shall be at foundation level

in case of individual footings.

4) Min. size/thickness of various components shall be

provided as per design criteria/specifications/IS

Code (or as per std. practice) Capacity of the ESR

shall be considered excluding free board.

5) Minimum dimensions specified for various

components in tender data/specifications should be

6) The Safe bearing capacity (SBC) / allowable pressure

on soil shall be referred from latest SBC test report

or tender datasheet, During execution if poor soil

strata or ground water table is encountered, the SBC

shall have to be re ascertained and the design

should be revised accordingly.

7) Maximum spacing between horizontal bracings shall

be 5mt(storey height)

8) The BB Masonry cabin with MS door shall be

constructed when spiral staircase is outside the

9) RCC Staircase/ MS Staircase shall be provided and

fixed for access to roof when height of roof from

G.L. is up to 10 mt for ESR having more than

mthight proper RCC Staircase or suitable RCC Spiral

Staircase shall be constructed. Railing should be

provided through out the staircase and around the

10) For ESR- having staging height more than 15mt. The

spiral staircase shall be provided inside the staging

with effective tie beams in more than one direction.

11) Water level indicator shall be provided and fixed

float type / electronic (as specified)

12) The rate shall include providing and fixing pipes,

specials and valves required for inlet, outlet, wash

out, over flow and bye pass arrangement. The scope

of work includes constructing supporting RC pillars,

erecting, laying, fixing and joining pipes and specials

etc up to 5mt length from face of staging (outer

13) DI pipes & specials shall only be used.

14) The rate shall include cost of dewatering during

execution making all arrangement with any

dewatering technique.

15) The structure shall be designed properly for uplift

due to Ground water table specified in data or GWT

encountered during execution. No extra payment

shall be paid for the same.

16) Effective curing shall be carried out up to required

period as per specifications.

17) Agency shall engage qualified (at least graduate)

consulting engineer for designing the structure and

he/she shall visit the site for guidance of work at all

levels (I.e. below foundation, up to G.L., above G.L.

for all lifts up to container).

18) 75% part rate shall be payable for Concrete,

Reinforcement and Plastering items of container

until satisfactory hydraulic testing for water

tightness is performed. Or as per tender condition.

Till then the work shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to

18 are part & parcel of tender (contract)

Cost of 100000 Liter capacity and 12.0 Mt 1859250.00

SCHEDULE – B (Part-III)

Memorandum showing item of work to be carried out for R.C.C. U/G. Sump2.50

Lac Lit. Cap. with S.B.C.10.0 T/M² At. Village: NANA MACHIYALA.

QTY UNIT DISCRIPTION OF ITEM RATE PER AMOUNT

RCC Under Ground / Partially Underground / above

high ground level Reservoir of required capacity as

per relevant I.S.s and constructing the same,

including excavation in all types of soil strata

(including rock) including shoring strutting if

required, for loose soil / to protect from collapse,

casting 100 mm thick P.C.C. leveling course in M-15,

Refilling the pit with proper soil and disposing of the

surplus stuff at all lead.Including cement plaster in

CM 1:2 with approved water proofing compound to

inside container (i.e. walls, base, top slab/dome

bottom etc. all)Including all types of labour and

material charges of lowering, laying, erecting

/hosting and jointing of pipe assembly to inlet, outlet

overflow, washout and bye pass arrangement as per

hydraulic design.

Providing and fixing accessories, CI Manhole frame

and cover, water level indicator, adequate cowl type

ventilators or lantern type ventilator with stainless

R.C.C. chambers for valves. Providing and applying

three coats of cement paint / snowcem to outside

face of structure. It also includes satisfactory water

tightness test as per relevant I.S. code and painting

name of scheme and capacity on the tank as per

direction of engineer in charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance

with provisions relevant I.Ss.

(1) I.S. 3370 part I & II 2009 or latest revised

(1.1) I.S. 3370 part III & IV 1965 or latest revised

(2) I.S. 456 – 2000 or latest revised.

(3) I.S. 1893 – 2000 – 1984 or latest revised.

(4) I.S. 875, Part – 1 to 3, 1987 or latest revised.

General Specifications:-

(1) Water depth in container shall be adopted as per

data of tender. If water depth is not specified the

suitablewater depth / acceptable to field engineer in

accordance with hydraulic requirement shall be

adopted for capacity

2) Shape of container (in plan) specified by in data

shall be adopted in absence circular shape shall be

(3) Size shall be fixed as per availability of space (land

area) at site / acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil

due nearby structure and proposed sump should be

(5) Care shall be taken that no damage should occur

to nearby existing structure. Compensation shall be

paid for 'the same by agency.

(6) The minimum concrete grade for RCC shall be M-

(7) HYSD Fe 415 / 500 grade reinforcing bars

confirming to I.S. 1786 / 1139 shall be considered in

design. CRS / 'TMT bars shall be provided. In saline

atmosphere corrosion resistance stainless steel /

HCR rebar shall be ny other steel can be used with

approval of C.E./ in situation of non availability in

market without extra cost.

(8) Minimum size (or thickness) of various

components shall be provided as per tender criteria /

specifications in absence as per I.S./ Std. practice of

G.W.S.S.B. Minimum dimensions specified for

various components in 'data / specifications shall be

provided without fail.

(9) The safe bearing capacity (SBC) shall be referred

from SBC test report. In absence of report it shall be

referred from data sheet. If poor soil is found / water

table is met with during excavation SBC shall be

scientifically ascertained and design shall be revise.

No extra shall be paid for increase in quantity.

(10) DI pipes and special shall only be used if type is

not specified in tender.

(11) The rate shall include cost of dewatering during

excavation making all arrangement when water table

meets within depth

(12) The structure shall be designed properly to

resist uplift due to ground water table specified in

ground water table meets with during excavation. If

GWT / Uplift is mentioned in tender and during

excavation it dose

not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided over sump

periphery when sump height is >1.5 meter above

(14.a) RCC Staircase/RCC step should be provided

from GL to sump top slab based on the height of the

GSR above/below the ground.

(14.b) RCC Staircase with SS railing to be provided

inside reservoir container. BB Masonary stair cabin

to be provided to cover the same with MS safety

door having locking arrangement.

(15) Appearance of structure should be aesthetically

good looking acceptable to authority.

(16) Any charge in size, shape, depth below GL,

height above GL, water depth, F.B., size of member

etc can be permitted in exceptional case due to site

condition or hydraulic design requirement by C.E. No

extra shall be paid for change.

(17) Any charge in data, dimensions, shape, water

depth, reduction in size if permitted by competent

authority and if it reduces quantity then payment

shall be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh liters

two or suitable compartments acceptable to

executiveengineer shall be designed and provided.

(19) Agency shall engage qualified (at least graduate)

consulting engineer for designing the structure and

he / she shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete,

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is

performed as per tender condition. Till the work

shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to

20 are part and parcel of tender (contact) and prevail

overother provisions in tender.

Note- Rcc under Ground sump there is work remaining

Epoxy paint to RCC U/G Sump Sq,m 95.12 97

Provinding and supplying D.I pipe Following

nominal bore diameter…..

100 mm dia DI pipe 6 K-7 Rmt 8.00 968.00

Lowering, laying and jointing in position DI

pipe suitable …….

100 mm dia DI pipe 6 K-7 Rmt 8.00 55.00

Providing and supplying ISI mark CI D/F

Sluice Valves as per IS:14846 (Latest Edition)

of following class and diameter including all

taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc. complete.

Sluice Valves with ISI mark only PN-1

Lowering, laying and jointing in position

following C.I. / D/F Reflux valves, Butterfly

valves, Sluice valves and Air valves

including cost of all labour, jointing material,

icluding nut bolts and giving satisfactory

hydraulic testing , etc. compete.

100 mm sluice valve No 2.00 439.00

water level indicator 1.00 1.00 5520.00

M.S. Ladder ( RCC Sump U/G) R.Mt 5.00 2950.00

Remaining work of RCC U.G.Sump Amount

SCHEDULE – B (Part-IV)

Memorandum showing item of work to be carried out for Horizontal Submersible

Pumping Machinery forBore Site 12.5 HP, 720LPM, 24.0 Mt Head, At. Village:

NANA MACHIYALA.

Qty. Unit Particulars Rate Unit Amount

1.00 No Supply of Monoset Submersible Pump Set, 3 Phase, No

400/440 volt, 50 C/S, AC Supply having capacity 720 LPM

and 25 Meter Head of GWSSB approved make. RPM

2900,Minimum HP- 12.50, Category: SM-3.2, 1000 LPM– 23717.00

24Mt Head. (Mech. SOR 2019-20

Section E Item - 5(m) page no.35)

1.00 No DOL / Star Delta starter suitable for local & remote pump No

control application consisting of MPCB, overload relay and

contactors as per Type II coordination including digital

voltmeter, analogue ammeter with selector switch, run hour 11119.00

meter, required protective relays & control accessories. (e)

S. D. from 11 to 15 HP ( Mech. SOR 2022-23 ,Section E Item-

2.1 (e). page no. 33)

10.00 Mtr HDPE Pipe 10kg 110mm Mtr

(As per SOR 22-23 GWSSB Sec. A item no 4.1.B page no. 8)

25.00 kg Supplying GI special such as Bend, Elbow, Tee, Reducer kg

Nipple, etc as per requirement 65 mm size

15.00 Mtr Flat P.V.C. 3 Core Cable size 12321.5 SQ MM for Sub Pump. Mtr

Detailed technical specification as per GWSSB rate

contract. (Mech SOR 2019-20 page no 34 Section E, Item

1.00 LS Labour charges for installation and commissioning of LS

above pump set with all accessories complete with delivery

pipe connections valves, jointing material etc and

installation of Panel Board. (Market Rate)

SCHEDULE – B (Part-V)

CONSTRUCTION OF pump House 2m * 2m * 3m at Machiyala nana in Village

Water Supply Scheme, At. Village: NANA MACHIYALA.

Qty Unit Description Rate Amount

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

1.83 Cum (B) Dense or Hard soil 155.60

1.83 Cum (C) Hard Murrum 266.66

1.83 Cum (D) Soft rock not requiring Blasting 273.50

1.83 Cum (E) Hard Rock 621.26

(R&B 2015-16/Pg.No.35/It.Code-04001)

Providing and casting in situ mass cement concrete in grade M-

10 (approx. corresp. to prop. 1:3:6) using granite quartzite trap

metal of size 12 mm to 25 mm incl. consolidation curing etc.

complete. 2.2 Without Forms Work

(A) Foundation and plinth

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

coarse sand : 8- hand broken stone aggregates 40 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth (more than 10 ton)

( A ) Under floors

(i) Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Cement Mortar 1:6 (1-

cement : 6-coarse sand including levelling up etc. complete

(more than 10 ton)

Uncourse Rubble Masonary with hard stone of approved quality

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

course sand ) including levelling up to etc. completed

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete (more than

Brick work using common burnt clay building bricks having

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

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Conventional (more than 10 ton)

Extra for brick work in superstructure above plinth level upto

6.12 Cum floor two level (B) Conventional 4447.28+278.93 = 2710 4726.21

Supplying cutting, bending, binding and placing in position

steel as per plan and design and as per ISS 2502 including cost

of steel and binding wire for reservoirs/structures only including

0.16 MT lift up to 6 meter height or depth below G.L. for all diameters 73208.00

Do-Thermo mechanically treated (TMT)bars Fe-415 grade for all

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates 20 mm

nominal size) and finishing smooth with curing etc. complete

including the cost of formwork but excluding the cost of

reinforcement for R.C.C work in

(iii) Slabs having more than 10 cm and upto 13 cm. thickness

Filling available excavated earth ( excluding rock ) in trenches,

plinth, sides of foundation etc. in layers not exceeding 20 cm in

depth, consolidating each deposited layer by ramming and

2.30 Cum watering 135.56

Providing and fixing at site of work M. S. iron ladder with Rly.

freight, loading, unloading, carting & all taxes etc. comp as

directed including paints 2 coats etc comp.

Purchasing & supplying at site of works, with Railway freight,

loading, unloading, carting, etc.complete such as joints,

0.16 MT channels, angles, iron rails, etc. 64838.00

Angles & channels below 10 mm thickness

Providing and laying cement concrete flooring 1:2:4 (1-cement :

2-coarse sand : 4-graded stone aggregate 20mm nominal size)

laid in one layer and finished with a floating coat of neat

cement. (B) 50mm thick. (upto 10 ton)

4.00 Sqm 50 mm thick 203.00

Providing 20mm thick cement plaster in single coat on single or

half brick walls for interior plastering upto floor two level and

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

49.21 Sqm outside 248.06

Providing 15mm thick cement plaster in single coat on Rough

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

upto floor two level and finished even and smooth in (iii)

Cement mortar 1:6 (1-cement:6-sand)

24.28 Sqm inside 148.68

Providing and fixing on wall face C.I. Rain water pipe including

filling the joints with spun yarn soaked in neat cement slurry

2.50 Rmt and cement mortar 1:2 (1- Cement : 2-fine sand) (A) 75 mm dia. 292.87

Finishing wall with water proofing cement paint of on wall

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly

brushing the surface to remove all dirt and remains of loose

75.00 Sqm powered materials. 59.71

SCHEDULE – B (Part-VI)

Memorandum showing item of work to be carried out for Transparency, Water

Quality Board and Slogan Painting, At. Village: NANA MACHIYALA.

QTY ITEM RATE PER AMOUNT

ITEM NO :: 1 ::

ITEM NO :: 2 ::

ITEM NO :: 3 ::

Total Rs. ૩૩૦૬.૨૫

Payment Schedule for Construction of RCC U/G Sump

Amount admissible

Sr.No Stage of work payment

5 Procurement and Fixing of Inlet, Outlet, Washout, Overflow

Pipes, Valves, Specials, Chambers, Lighting Arrester Conductor 15% of Quoted

and Specials at Site. Rate

6 Water Level Indicator, Painting of Letters, M.S. Ladder, Pipes

Railing and All Miscellaneous Items such as Snowcem paint in 10% of Quoted

Three Coat etc. (Completed with all Respect) Including Water Rate

Tightness Test.

Total Payment in %

TERMS OF PAYMENT

 On completion of each item 80%

 On completion of consecutive items, the remaining payment of the

Previous item of the work. 20%

1. 75% part rate shall be payable for concrete and plastering Items of Container until

satisfactory hydraulic testing for water tightness is performed as per tender

condition. Till the work shall be treated as incomplete.

2. Contractor shall have tested the materials to be used in this Work at his own cost.

SIGNATURE OF CONTRACTOR Unit Manager

(A) DATA SHEET of RCC SUMP.

No. Type of Top Slab Capacity In lit Location

1 Dom type 250000Liter MACHIYALA

Details DATA for RCCU/G. SUMP

1) Capacity Given in above Table

2) Ground Level 100.00 Mtr.

3) Bottom of Tank 97.00Mtr

4) Height Height given in above Table

5) F.S.L. (As per design) Bellow ring beam bottom edge.

6) Foundation depth below

Minimum 3.0 M, & Required as per design.

7) Type of foundation RCC Foundation (as per design)

8) Free Board 0.30 meter

9) Normal Water Table Water Table not found up to 5.0 mts. Depth (monsoon

10) Dia of pipe DI vertically

cast Double flange

Inlet Outlet Overflow

For Sr. No.1 100 150

11) Length of pipes As per minimum requirement to (vertically) and upto

minimum 5.0 meter along ground after edge of

container (Horizontally)

12) Size of (IS- 13095) &

Same size for Inlet pipe for valves for RCC Sump

13) Size of Valve Chamber 0.90 x 0.90 x 1.00 mts.

i) Internal Dimension 1.0 mts. Depth (Average)

ii) Thickness of Masonry 23 cm

iii)Type of Masonry Bella Masonry in C.M. 1:6

iv) Plaster and pointing Inside plaster in C.M. 1:3 , 15 cm thick

v) Foundation As per Design

vi) Manhole Frame and

As per Requirement

Cover for chamber

vii) RCC Slab As per Design (Dome Type)

14) Cowl type ventilator with 100 mm dia. 4 Nos. minimum or as per design (Minimum

Jali vent should be provided as per design criteria)

15) CI MH Frame and cover at 0.90 x 0.60 m (100 Kg) 2 Nos.

top of Container

16) Type of Construction RCC (As per design)- M-300

17) Steel TMT steel to be used Fe-415/500 grade

18) Shape Circular

19) Other Requirement All other Requirement as per Price bid & specifications

Including all obligatory requirement of department.

20) SBC Tentative SBC of all sites is not less than 10 T/M2. But

Agency has to carry out SBC for design purpose his own

Payment Schedule for Construction of RCC ESR

Percentage Payment

Sr.No Description of Items to be Released

1 On Completion of Excavation and Concreting up to G.L. 10.0 % of Quoted Rate

2 On Completion of Full Shaft and Braces Including Staircase 20.0 % of Quoted Rate

up to Bottom Slab / Dome Level.

3 Completion of Bottom Slab or Dome Vertical Wall or Slant 20.0 % of Quoted Rate

Wall of Container Without Top Slab or Dome.

4 Top Slab or Dome, Staircase with RCC Cabin and Door 10.0 % of Quoted Rate

5 On Completion of Plaster and Hydraulic Test. 15.0 % of Quoted Rate

6 Procurement and Fixing of Inlet, Outlet, Washout, 10.0 % of Quoted Rate

Overflow Pipe, Valves, Specials, Chambers, Lighting

Arrester, Conductor and Specials at Site.

7 Fixing above Pipes, Specials as Directed. 05 % of Quoted Rate

8 Water Level Indicator, Painting of Letters M.S. Ladder Pipe, 10.0 % of Quoted Rate

Railing and All Miscellaneous Items such as Paint in Three

Coats etc. (Completed with all Respect) Including Water

Tightness Test, Including Commissioning.

Total Payment In % 100%

TERMS OF PAYMENT

 On completion of each item 80%

 On completion of consecutive items, the remaining payment of the

Previous item of the work. 20%

1. 75% part rate shall be payable for concrete and plastering Items of Container until

satisfactory hydraulic testing for water tightness is performed as per tender

condition. Till the work shall be treated as incomplete.

2. Contractor shall have tested the materials to be used in this Work at his own cost.

SIGNATURE OF CONTRACTOR Unit Manager

(B) DATA SHEET of RCC ESR :

No. Type of Top Slab Capacity In lit Location

1 Dom type 100000Liter MACHIYALA

Details DATA for RCC ESR

1) Capacity Given in above Table

2) Ground Level 100.00 Mtr.

3) Bottom of Tank (Top of

4) Height Height given in above Table

5) F.S.L. (As per design) Bellow Ring Beam Bottom Edge.

6) Foundation depth below

Minimum 3.0 M and required as per design.

7) Type of foundation RCC Foundation (as per design)

8) Free Board 0.30 meter

9) Normal Water Table Water Table not found up to 5.0 mts. Depth (monsoon

10) Dia of pipe DI vertically

cast Double flange

Inlet Outlet Overflow Wash out

11) Length of pipes As per minimum requirement to (vertically) and up to

minimum 5.0 meter along ground after edge of

Container / Ground Beam (Horizontally)

12) Size of (IS- 13095) & Same size for Outlet or max 300mm whichever is more &

Sluice Valve same size of washout pipe total 2 No of valves.

13) Size of Valve Chamber 1.30 x 1.30 x 1.50 mts.

i) Internal Dimension 1.5mts. Depth (Average)

ii) Thickness of Masonry 23 cm

iii)Type of Masonry Bella Masonry in C.M. 1:6

iv) Plaster and pointing Inside plaster in C.M. 1:3 , 15 cm thick

v) Foundation As per Design

vi) Manhole Frame and

As per Requirement

Cover for chamber

vii) RCC Slab As per Design (Dome Type)

14) C.I. Cowl type ventilator 100 mm dia. 2 Nos. minimum or as per design (Minimum

with Jali vent should be provided as per design criteria)

15) CI MH Frame and cover at 0.90 x 0.60 m (100 Kg) 1 Nos.

top of Container

16) Type of Construction RCC (As per design)- M-300

17) Steel TMT Steel to be used Fe-415/500 Grade

18) Shape As Per Design (Circular, Slant with Inside Staircase)

19) Other Requirement All other Requirement as per Drawing and Design, Price bid

& specifications Including all obligatory requirement of

20) SBC Tentative SBC of all sites is not less than 10 T/M2. But

Agency has to carry out SBC for design purpose his own

Payment Schedule for Pipeline and Valve

Percentage Payment

Sr.No Description of Items to be Released

1 On Receipt of Materials at Project site with Testing. 65% of Quoted Rate

2 On Excavation, Lowering, Laying and Jointing. 15% of Quoted Rate

3 On Hydraulic Testing. 10% of Quoted Rate

4 On Refilling and Disposal of Surplus Stuff and 10 % of Quoted Rate

Total Payment In % 100%

Percentage Payment

Sr.No Description of Items to be Released

1 On Receipt of Materials at site. 70% of Quoted Rate

2 On Erection 20% of Quoted Rate

3 On Hydraulic Testing and Commissioning. 10% of Quoted Rate

Total Payment In % 100%

Providing, Supplying ,Fitting & Commissioning Pumping Machinery At Sump

Amount admissible

Sr.No Stage of work payment

1 On Receipt of Materials on site. 75% of Quoted Rate

2 Fitting and Testing Completed with all respect. 25 % of Quoted Rate

SIGNATURE OF CONTRACTOR Unit Manager

D.W.S.U. Amreli

SIGNATURE OF CONTRACTOR Unit Manager

BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING, EXCAVATION,

LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN SUMP TO ESR PIPELINE,

R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R. 100000 LITER CAPACITY AND

12.0 MT HEIGHT, PUMPING MACHINERY FOR SUMP 12.5 H.P 720 LPM & 24.0 M HEAD,

TRANSPARENCY, WATER QUALITY BOARD AND SLOGAN PAINTING WORKS. AT.NANA

MACHIYALA VILLAGE WATER SUPPLY SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI.

UNDER AUGMENTATION TAP CONNECTIVITY IN RURAL AREA GENERAL PROGRAMME.

(Fifth Attempt)

1. The tender shall produce an Income Tax Clearance Certificateof last 3 years

along with tender documents which shall be audited by charted accountant.

2. Tender documents consist of plans, specifications, Schedule(s) of quantities

of various classes of works to be done, the conditions of contract etc. New

conditions / Para:-

The contractor shall not be permitted to tender for the work min which his

near relative is working in that PaniSamiti/WASMO as an Engineer, Assistant

Engineer, Additional Assistant, Overseer, Accountant, Store-keeper etc. on

the day on which on the day of which the tender is submitted. On that

particular day, the Superintending Engineer controlling that

PaniSamiti/WASMO should not also be his near relative.

1. By the term “Near Relative”, it is meant Wife, Husband, Parents, Grand

Parents, Children, Brothers, Sisters, Uncles, Aunts and Cousins.

2. (Accompaniment to Government R & B Department, resolution no. TNC /

1084 / IB-204/(26/C, Dt. 24th January, 1985).

Signature and Stamp Signature and Stamp

President Agency of Work

VWSC NANA MACHIYALA

BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING, EXCAVATION,

LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN SUMP TO ESR PIPELINE,

R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R. 100000 LITER CAPACITY AND

12.0 MT HEIGHT, PUMPING MACHINERY FOR SUMP 12.5 H.P 720 LPM & 24.0 M HEAD,

TRANSPARENCY, WATER QUALITY BOARD AND SLOGAN PAINTING WORKS. AT.NANA

MACHIYALA VILLAGE WATER SUPPLY SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI.

UNDER AUGMENTATION TAP CONNECTIVITY IN RURAL AREA GENERAL PROGRAMME.

(Fifth Attempt)

NANA MACHIYALA Gramya Jal&Swachhachta Samiti

Taluka-AMRELI District:AMRELI

Details regarding my / our / partners, directors of our company (in the case

of limited company) names address (es) Telephone number(s), Income Tax office

Sr. Name(s) of Person / Full Address Telephone Residential Full address of

No Partner / Company of the Place No.(s) No.(s) IT Office

of Business office office where returns

with Pin are filled

1. I / we hereby agree to intimate to you about changes, if any in the above

mentioned address (es) and telephone Nos. (s) Within fifteen days of its

occurrence till my/our deposit, for said work paid by me/us, is not refunded to

Signature and Stamp Signature and Stamp

President Agency of Work

VWSC NANA MACHIYALA

BID DOCUMENT FOR CONSTUCTION OF VARIOUS COMPONENTS INCLUDING

PROVIDING AND SUPPLYING P.V.C. PIPELINE, SPECIALS FOR FITTING, EXCAVATION,

LOWERING, LAYING, JOINTING, REFILLING OF RISING MAIN SUMP TO ESR PIPELINE,

R.C.C. U/G. SUMP 250000 LITER CAPACITY, R.C.C. E.S.R. 100000 LITER CAPACITY AND

12.0 MT HEIGHT, PUMPING MACHINERY FOR SUMP 12.5 H.P 720 LPM & 24.0 M HEAD,

TRANSPARENCY, WATER QUALITY BOARD AND SLOGAN PAINTING WORKS. AT.NANA

MACHIYALA VILLAGE WATER SUPPLY SCHEME. TALUKA: AMRELI, DISTRICT: AMRELI.

UNDER AUGMENTATION TAP CONNECTIVITY IN RURAL AREA GENERAL PROGRAMME.

(Fifth Attempt)

1) I have visited the entire site and fully acquainted myself with the local

situation regarding materials, labour and strata, risk factors other

factors pertaining the work before submitting this tender.

2) I have carefully studied the conditions of the contract, specifications

and other documents of this work and I agree to execute the same

3) I, solemnly pledge that I shall be sincere in my duties discharging

reasonable contractors and complete the work within the work within

the prescribed time limit. I shall submit detailed construction program

with target dates for various items and stages of work keeping in view

the time limit and shall accordingly arrange for laborers, materials and

equipments etc. punctually. In case there are deviation from the

construction program, I shall abide by the decision of the

Administrator/Executive Engineer for revision of the program and shall

be arrange for labors, materials, equipments etc. accordingly.

Signature and Stamp Signature and Stamp

President Agency of Work

VWSC NANA MACHIYALA