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Tender Value
₹21.8 L
EMD Value
₹21,800
Closing Date
30 Mar 2026, 6:00 pmClosed
Unit Manager DWSU Water and Sanitation Management Organization WASMO
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)
282552
6/2025-26
Open
Civil Works - Water Works
Amreli
6 documents required · 6 mandatory
₹900
Unit Manager, District Water & Sanitation Unit, Amreli
₹21,800
11 Mar 2026
11 Mar 2026
11 Mar 2026
30 Mar 2026
11 Mar 2026
: 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
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1 Nana machiyala Tender Notice and Schedule B .pdf
2 Specifications for SUMP And ESR.pdf
4 BUILDING SPECIFICATIONS.pdf
5 GENERAL MATERIAL and RCC SUMP AND ESR.pdf
6 GENERAL MATERIALand RCC SUMP AND ESR.pdf
7 Specification Pumping machinery.pdf
8 CONCRETE.pdf
9 STRUCTURAL STEEL WORKS.pdf
10 Technical_General.pdf
11 General_Specification.pdf
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