Repairing work for Ambika, Bardoli & Mahuva Taluka under “Augmentation in Tap Connectivity in Rural Areas Tribal Programme” in Surat District.

Name Of Work: Excavation, Lowering Laying & Jointing, Refilling, Leakages

Repairing, Providing & supplying special’s, etc all as required with reference

to condition of site for different village water supply scheme or particular

section repairing work for Ambika, Bardoli & Mahuva Taluka under

“AUGMENTATION IN TAP CONNECTIVITY IN RURAL AREAS TRIBAL

PROGRAMME” in Surat District.

ESTIMATED COST:

Bid Invited By: UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit

(DWSU), Surat, 3rd Floor, Jalbhavan Building, near Adajan Near Gujarat Gas

circle, Adajan-hajira Road, surat-395009.

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For tender and work details and queries, please contact following officers:

Sr. Contact Nos.

Name of Officer Designation & Address

No. Office Mobile

1. Shri Jalpa A. Patel Unit Manager-D.W.S.U., Surat 0261

2. Shri L. U. Solanki District Co Ordinator D.W.S.U. Surat

3. Shri P. C. Puvar Manager(F&A) D.W.S.U. Surat

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1 Name of Employer Water & Water & Sanitation Unit (DWSU), Surat.

2 Tender inviting office District Water & Sanitation Unit (DWSU), Surat.

Tender Notice No 02/2026-27

repairing work for Ambika, Bardoli & Mahuva Taluka under

“Augmentation in Tap Connectivity in Rural Areas Tribal

4 Name of Project:

Programme” in Surat District.

Excavation, Lowering Laying & Jointing, Refilling, Leakages

Repairing, Providing & supplying special’s, etc all as required

with reference to condition of site for different village water

supply scheme or particular section repairing work for

5 Name of Work:

Ambika, Bardoli & Mahuva Taluka under “Augmentation in Tap

Connectivity in Rural Areas Tribal Programme” in Surat

6 Estimated Contract Value (INR) Rs

Period of completion of work 12 Months

8 Bidding Type Open

09 Bid Call (Nos)

10 Tender Currency Type Single

11 Tender Currency Settings Indian Rupee (INR)

12 Joint Venture Not Applicable

13 Rebate Not Applicable

Bid Document Fee/ Bid

Processing Fees/ Tender Fee :

15 Bid Document Fee Payable To : District Water & Sanitation Unit (DWSU), Surat.

Bid Security/EMD/Proposal Rs.

Security (INR) :

Bid Security / EMD In Favour District Water & Sanitation Unit (DWSU), Surat.

Tender Dates All Dates are in dd/mm/yyyy, hr: min as per Indian Standard Time

Bid Document Downloading System Generated Date

Pre Bid Meeting N.A.

Address for pre bid meeting

Bid Document Downloading 02/11/2026 18:00:00 hrs

22 Last Date & Time for Online 02/11/2026 18:00:00 hrs

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Receipt of Bids

Physical Submission of 03/11/2025 16:00:00 hrs

documents last Date & Time

Preliminary bid - 03/11/2026 12:00:00 hrs

24 Bid Opening Date

Price Bid - 03/11/2026 12:05:00 hrs (If Possible)

25 Bid Validity Period 180+28=208 Days from the last date of submission of bid.

Instrument of tender fee & 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 only those shall

be open whose tender fee and EMD is receiving electronically.

However, for the purpose of realization of instrument of tender fee

& EMD and all physical documents bidder shall send the same in

Physical submission of Tender

original through RPAD/ SPEED POST/ up to 4.00 P.M. of very next

26 Fee, Earnest Money Deposit and

office working day so as to reach to the concerned office as mentioned

PQ supporting document. in the tender document submission as per above mention date of physical

documents submission. “For not submitting DD/FDR in original,

bidder shall be banned to participate in any tender of the Board for

period of 3 years as a penal action.

Any document in supporting to tender bid shall be submitted in

electronic format only through online (by scanning etc.) and

submission only in hard copy will not be accepted separately.

1. Tender fee, Earnest money deposit, PAN Card, GST registration

shall be uploaded online only.

2. Tender Fee (Document fee) Amounting in favour of " District

Water & Sanitation Unit (DWSU), Surat." in form of Demand

Draft shall be issued by any nationalized bank or as per list

mentioned in GR of. Finance Department, GR.No:

EMD/10/2019/50/DMO, Date:-01.11.2019 And GR. No:

EMD/10/2020/38780/DMO, Date: -20.04.2020. (Enclosed on Gr.

Vol-6 Page No.-117).

27 Payments details

Earnest Money Deposit

FDR in favour of " District Water & Sanitation Unit (DWSU),

Surat." valid up to 28 days from the date of closure of the bid

validity period of 180 days i.e. (Total of 180+28=208 days), shall

be issued by any nationalized bank or as per list mentioned in GR of.

GR of. Finance Department, GR of. Finance Department, GR.No:

EMD/10/2019/50/DMO, Date:-01.11.2019 And GR. No:

EMD/10/2020/38780/DMO, Date: -20.04.2020. (Enclosed on Gr.Vol

28 Officer Inviting Bids : UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit (DWSU),Surat.

29 Bid Opening Authority : UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit (DWSU),Surat.

Preliminary Bid: UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit (DWSU),Surat.

30 Price Bid: UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit (DWSU),Surat.

UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit (DWSU), Surat,

31 Address : 3rd Floor, Jalbhavan Building, near Adajan Near Gujarat Gas circle, Adajan-

hajira Road, surat-395009.

Unit Manager Mob:-

Contact Details of Officer

Inviting Bid : E-mail: [email protected]

The following documents shall be uploaded while submitting the

33 Submission of tender

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• Scanned copy of Demand Draft as tender fee

• Scanned copy of FDR as EMD

• Scanned copy of contractor’s registration certificate (“E1”

Class) in Govt. of Gujarat (R&B/WRD/GWSSB) and for others

as mentioned below:

CPWD/ Railway and other State Governments

equivalent to class “E1” of Gujarat State/ Other Contractors

who are registered in Board, Corporation, and Government

Undertaking /Organizations of state & central government

including all Public Sector Units equivalent to “E1” class of

Gujarat state having the above stated criteria, such Contractor

shall have to apply on or before the last date of Submission of

Tender documents to get himself registered in “E1” class in

Government of Gujarat R&B/WRD/GWSSB and obtain

registration in “E1” class before the date of finalization of

work order of Project Contract to be issued, if awarded. The

proof of application for Registration in “E1” class shall have to

be uploaded with the Tender documents.

• Scanned copy of GST Registration

• Scanned copy of PAN card

• Scanned copy of Partnership deed/ Memorandum of Article

of Association (if applicable)

• Scanned copy of Power of Attorney (if applicable)

• Blacklist/ Debarred details(form-09) On Rs.300/- non judicial

stamp. (with Notarized)

• Form-18 on Letterhead.

In addition to the documents mentioned above, the documents

required as per attached Forms & Annexure are also to be

uploaded. Bidder shall submit their offer i.e. technical bid as well

as price bid in electronic format on stipulated website & date as

mentioned in the tender document. No offer in physical form will

be accepted. untruthful rates are not considered in this work.

Rates are exclusive of GST.

34 General Terms & Conditions As Per Tender Document

For any clarification the bidder may contact:

UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit (DWSU), Surat. AS SHOWN IN NIT.

1.0 Details to be furnished along with application: -

1. Interested Bidders can view these tender documents online. The bidders who are

interested in bidding in these tenders can download tender documents as mentioned

2. Tender Documents are available only in electronic form. Bidders shall upload the tender

documents as per time line specified as above, Tender fee and Bid Security (EMD) shall

have to be furnished as specified in Sr. No 14 to 18 of Tender Notice. The intending

bidders have to submit the following documents also. The bidder should submit all the

forms electronically only.

a. Power of attorney.

A power of attorney on Rs. 300/- non-judicial stamp paper of appropriate value duly

notarized, if power is delegated for signing the bid to other persons by applicant.

(Scanned Copy).

b. Company’s profile and Certificate of Registration of company under the law.

Bidders, who wish to participate in this tender, will have to register on

tender.nprocure.com. Further, Bidders who wish to participate in online tenders will

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have to procure Digital Certificate as per Information Technology Act-2000 using which

they can sign, their electronic bids. Bidders can procure the same from GNFC,

Ahmedabad, who are licensed certifying authority by Government of India and they will

assist them in procuring the same as below mentioned address. Bidders who already

have a valid Digital Certificate need not procure a new Digital Certificate.

M/s. (n) Code Solution, A Division G.N.F.C. Ltd.,

301, G.N.F.C. Info Tower, Bodakdev, S.G. Road,

Ahmedabad, Gujarat – 380054 (INDIA)

Email: [email protected]

2.0 Contacting Officer:

Further details of the work and plans can be available from the office of

"UNIT MANAGER, D.W.S.U., District Water & Sanitation Unit (DWSU), Surat. AS SHOWN IN NIT.

In case bidder needs any clarification or if any training is required for participating in online

tendering, they can contact the following office:

M/s. (n) Code Solution, A Division of G.N.F.C. Ltd.,

301, G.N.F.C. Info Tower, Bodakdev, S.G. Road, Ahmedabad, Gujarat – 380054 Phone No.079-

Email: [email protected]

3.0 DOWNLOAD OF TENDER DOCUMENT:

The tender document for this work is available only in electronic format, which bidders can

download free of cost from the internet site tender.nprocure.com

4.0 SUBMISSION OF TENDER:

Bidder shall submit their offer in electronic format on above mentioned website within the

date specified in the Tender Notice after Digitally Signing the same. Offers, which are not

Digitally Signed, will not be accepted. No offer in physical form will be accepted and any such

offer, if received by the D.W.S.U., will be out rightly rejected.

Submission of Tender fee, bid security, other documents shall be as per Tender Notice.

5.0 OPENING OF TENDER:

The Technical bid will be opened as per the date mentioned in Tender Notice on website

http://tender.nprocure.com. Intending bidders or their representative who wish to

participate in online tender opening can log on to http://tender.nprocure.com on the due

date and time, mark their presence or participate in online tender opening. For more details

vendors are requested to refer “Vendor Training Manual”. Bidder who wishes to remain

present at D.W.S.U. premises at the time of tender opening can do so. Only one representative

of each firm will be allowed to remain present. Date of opening of Price bid will be informed

only to the qualifying bidders by email or telephone no which shown by the agency on his

6.0 GENERAL INSTRUCTIONS: -

a) The Bid Document Fee will not be refunded under any circumstances.

b) EMD in the form specified in tender document only shall be accepted.

c) The offer shall be valid for 180+28=208 days from the last date of submission of bid.

d) Tenders without Bid Document Fee, Earnest Money Deposit (EMD), Valid Registration

Certificate and which do not fulfill all or any of the conditions or those submitted

incomplete, in any respect shall not be considered for evaluation.

e) untruthful rates are not considered in this work.

f) Conditional tender shall not be accepted.

g) D.W.S.U. reserves the right to accept the lowest responsive offer, based on evaluation of

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package and reject any or all tenders without assigning any reason.

h) The notice shall form a part of contract document.

i) The bidders are advised to read carefully the “Instruction” and “Eligibility Criteria”

contained in the tender documents.

j) The internet site address for E-Tender is http://tender.nprocure.com

Signature of Surat.

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Name of work:- Excavation, Lowering Laying & Jointing, Refilling, Leakages Repairing, Providing

& supplying special’s, etc all as required with reference to condition of site for

different village water supply scheme or particular section repairing work for

Ambika, Bardoli & Mahuva Taluka under “Augmentation in Tap Connectivity in

Rural Areas Tribal Programme” in Surat District.

Schedule showing (approximately) the materials to be supplied from the District Store for the work proposed to

be executed and rate of which they are to be charged for.

Sr. No Particulars of materials. Qty. Rate of which the materials Place of

will be charged to the delivery.

The following materials will be issued free of cost by the department. However, if balance would not be

returned by the contractor. Recovery at the following rate will be affected in view of clause No.12 of

Particulars. Qty. Delivery of place. Issue Rate.

1 PVC pipe 6 kg/cm2

2 HDPE pipe As Per

District Store Free of Cost

3 C.I.D. Joints Requirement

Note:1 The person or the firm submitting the tender should see that the rates in the above schedule are

filled up by the Engineer in charge on the issue of the form prior to the submission of the tender.

Note:2 Stores to be supplied to the contractor for a work for free of cost should be mentioned in

schedule-A in addition to schedule B and the specification attached to the contract agreement

Note:3 All empty drums involved in the supply by Government to the contractor under this contract

shall be returned in undamaged condition within the time prescribed by the Executive Engineer

by the contractor to the original place of delivery. No allowance on account of these empty

drums will be made to the contractor and the event of Non return of Rs.65/ will be charged to

the contractor for each unreturned drum or badly damaged one.

Note:4 Empty bags of cement supplied by the Government will be the property of the contractor and

recovery for the nun returned of the same will be made.

Signature of contractor.

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Iteamwise Specifications

Name Of Work: Excavation, Lowering Laying & Jointing, Refilling, Leakages Repairing, Providing

& supplying special’s, etc all as required with reference to condition of site

for different village water supply scheme or particular section repairing

work for Ambika, Bardoli & Mahuva Taluka under “AUGMENTATION IN TAP

CONNECTIVITY IN RURAL AREAS TRIBAL PROGRAMME” in Surat District.

Iteamwise Specifications

Item No: 1 Providing and Supplying ISI mark G.I. pipes with Couplings of following class

and diameter including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete. (IS - 1239 - 1990)

80 mm dia G.I. Medium duty pipe

1.1 The item includes provision and making connection from the water supply main for obtaining

water supply. This Item shall be subject to the general specifications.

1.2 G.I. Pipes of required diameter for making connection with the main for water supply arrangement

1.3 The Galvanized mild steel tubes shall be of the type and diameter specified in the item and shall

comply with the I.S specified for the type. The specified diameter of the pipes shall be referred to the

inside diameter of the pipes and fittings of which Galvanized has been damaged shall be not used. The

fittings shall be of the standard size stomach the pipes.

Item to Include:

i) Supply of pipes as specified, fittings such as socket elbows, bends, tees, enlargers, reducers, check nuts,

plug, unions, klatch. Hamp linseed oil.

ii) Excavated and back filling trenches including dewatering.

iii) Laying and jointing with the fittings including dewatering cutting pipes wastage’s and threading the

iv) Painting exposed pipes.

vi) All necessary labour, materials and used of tools.

Mode of Measurement and Payment:

The rate shall be per meter of each type and diameter of pipe laid complete with fittings etc. as specified.

The lengths shall be measured net of the straight and bends along the centre line of the pipe and fittings

correct up to a cm. & The work shall be carried out as per description of item as per schedule-B and as

directed by Engineer-in-charge. The material shall be got approved before supplied at site of work. The

rates of supply shall be included all taxes loading, unloading & carting.

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Item No:2 : Providing & supplying ISI mark C.I.D.F sluice valves, butterfly valves & Reflux

valves of following class and diameter including all taxes, insurance,

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

conveyance to departmental stores, stacking etc. complete.

1.1. The cast iron sluice valves up to and including 300mm size shall be confirm to IS-780-1969 or latest

revision of I.S. code.

1.2. The details are given below briefly cover the requirements for materials dimensions and tests for C.I.

sluice valve with double flanged ends for connections & cap or hard wheel for operation.

1.0. Classification:

2.1. Sluice valve from 50mm to 300mm size shall be of two classes.

Test pressure and maximum working pressure for the two classes of sluice valves shall be as follows.

Test pressure kg/cm2. Maximum working pressure kg/cm2

3.1. Cast iron:

Cast iron for bodies’ domes, covers, stuffing box thrust plates, hand wheel wedges, gland and cap shall be

a quality not less than 20 of 210-1978 specification grey iron castings.

3.2. Materials for spindle:

The spindle may be manufactured from any of the non-ferrous and ferrous metals.

3.2.1. Non-Ferrous Metals:

High Tensile press of aluminium bronze:

Spindle shall be machined from rolled, extruded or forged high tensile brass or aluminium, bronze. The

tensile strength of the rolled, extruded or foraged metal shall not be less than 44 kg/cm2 with a

minimum elongation of 20% in a gauge length of 5cm.

3.2. 2.. Ferrous Metals:

Chromium steel: Chromium content shall not be less than 12%.

3.3. Mild steel:

3.3.1. Bolts and nuts shall be of mild steel unless otherwise specified and shall confirm to IS-226-1975

specification for structure steel. (Standard quality)

3.3.2. Materials for rings and spindle nut:

The rings and spindle nuts may be manufactured from any of the non-ferrous of ferrous materials given

3.4. Non-Ferrous Materials:

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3.4.1. Leaded Gun Metal: It shall have a minimum tensile strength of 22 kg/cm2 and an elongation of not

less than 12% of gauge length of 5cms.

3.4.2. Ferrous Metal:

(a) Spherical or nodular cast iron (IS 1865-1962)

(b) Chromium steel.

3.5 Flange jointing materials:

The jointing materials used between the flanges of component parts of the valves shall be compressed

fibre board or rubber of thickness between 1.5mm to 3.0mm. The rubber shall be as per IS-638-1965

specification for rubber and insertion jointing. The fibre board shall be impregnated with chemically

natural mineral oil and shall have smooth and hard surface. Its weight per square meter shall not be less

than 112 gram per millimetre thickness.

3.5.1. The jointing materials between connecting flanges and adopters shall rubber and inspection

4.0. Dimensions:

4.1. The nominal size, dimensions of spindle hand wheel and stuffing box etc. for sluice valve shall be

5.0. Optional Features:

5.1. Locking arrangement for cap and hand wheel shall be provided.

6.1. Immediately after casting and before machining, all cast iron parts shall be thoroughly cleared,

and before rusting commence shall be coated by dipping in a both containing a composition having a far

6.2. The coating shall be such that it shall not impart any tests or small to water. The coating shall be

smooth, glassy and tenacious sufficiently hard so as not to flow when exposed to a temp of 77 C. It shall

not chip off when scratched lightly with the point of a pen knife.

7.1. Each valve shall be subjected to the hydraulic tests and shall show no sign of leakage under

8.1. All valves shall be supplied with the gate closed. Bright parts shall be protected against rust valve

of small diameter shall be packed in wooden cases. Valve with smooth finished flange joint, faces

shall be suitable protected against damages. -

Part liable to injury in transit shall be suitable wrapped with wood, wool or similar materials. Hand

wheel etc. of valves forwarded loose shall be removed before dispatch.

9.0. Marking the following information shall be cast on each valve body.

(a) Manufacturer`s Name or Trade mark.

(b) Class of valve.

(c) Size of valve.

(d) Direction of closing of valve.

10.0 Mode of Payment.

The rate shall be paid per No. basis for Sluice Valve supplied.

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Fixing double flange cast iron sluice valve including loading, unloading carting etc. including all jointing

all jointing materials and testing etc. complete.

1.0. Supply of Materials

1.1. Cast iron double flanged sluice valve suitable to pipe shall be brought by the contractor at his

own cost. The rate shall be including loading unloading carting the valves shall be supplied by

the contractor.

1.2. The nuts bolts rubber packing shall be got approved and confirm by the Engineer in charge.

2.0. Installation:

2.1. The sluice valve shall be lowered in to the trench carefully so that no part is damaged during

lowering operation.

2.2. If necessary, tail piece shall be fitted with sluice valve first outside the trench and then lowered

in to the trenches.

2.3. The rubber packing shall be three ply and of approved thickness. The packing shall be of full

diameter of the flange with necessary holes and the sluice valve fore. It shall be even at both the inner

and outer edges. The flange faces should be thoroughly greased.

2.4. If flange faces are not free, the contractor shall be using thin fibre of lead wool.

2.5. After placing the packing nuts bolts shall be inserted and tightened to make the joint.

2.6. The valve shall be tightly closed when being installed to prevent any foreign materials from

getting in between the working parts of the valves.

2.7. Each flange bolts shall be tightened a little at a time taking care to tighten diametrically opposite

bolts alternatively.

2.8. The sluice valve shall be installed in such a way that its spindle shall remain truly in vertical

2.9. The other end of tail piece shall be fitted with pipes so that continuous lines can work.

2.10. Extra excavation required for facility of lowering and fixing of sluice valve shall not be paid for.

3.1. After installation of sluice valve, the same is tested to 1 1/2 times of its test pressure.

3.2. The joints of sluice valve shall with stand the test pressure of pipe line.

3.3. Defects noticed during test and operation of sluice valve shall be rectified by the contractor at his

own cost without any extra claim to the entire satisfaction of the Engineer in charges.

The rate shall be paid per No. basis of Sluice valve fixed at site.

Item no. 3: Excavation for pipe line trenches incl. all safety provisions using site rails and

stacking excavated stuff up to a lead of 90 mts cleaning the site etc. complete

for lifts and strata as specified.

Excavation of trenches shall be carried out in accordance with para 4.2 of IS: 5822 :1994.

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Excavation for trenches shall generally refer to open excavation in all sorts of soils and soft murrum,

sand / In Hard murrum, boulders including mecadam road etc. in wet or dry condition for pipe laying

The excavation shall be planned and carried out so that progress on trench excavation shall be adequate

to achieve desired progress on laying and jointing pipes so as to clearing of sites to complete the same in

all respect within the time limit.

Clearing of sites:

The site on which the pipes are to be laid and jointed and the area required for setting out and other

operations shall be cleared off all obstructions, loose stones and materials, rubbish of all kinds, stumps,

bush wood as well as all trees falling in trench width as directed by Engineer-in-charge. The roots shall

be entirely removed. This includes cutting scrubs, plants & small trees, bushes including trunk &

branches above ground including removing roots and throwing out of sites & removing them etc.

The products of the clearing shall be stacked at suitable place within a lead of 90 mt. or disposed of as

directed by the Engineer-in-charge. In respect of jungle cutting, bamboo, jungle wood and bush wood

shall be cut down and their roots dug up.

All wood and other materials obtained from clearing shall be the property of owner and shall be

arranged as directed by the Engineer-in-charge or his authorized Agent. The materials pronounced as

useful by the Engineer-in-charge shall be conveyed and properly stacked within the specified area as

All holes or hollows whether originally existing or produced by digging-up roots, shall be carefully filled

up with earth and well rammed and levelled off as may be directed.

The centre line i.e. the alignment of pipe line trench etc. shall be demarcated by the contractor as per

instruction of the Engineer -in-charge and it shall be the responsibility of the contractor to install

substantial reference marks, bench marks, etc. and maintain them as long as the work is completed

required true to line, level, curve and slopes.

The contractor shall be fully responsible for alignments and dimension of trench. The labour, materials,

etc. required for setting out and establishing bench marks and other reference marking levels for fixing

gradients of pipe line etc. shall be arranged by the contractor at his own cost.

The excavation work is to be carried out as far as possible by using mechanized equipment such as

JCB/Stone Breaker/Stone cutter etc. Excavation by manual Labour can only be restored to for levelling

the trench beds and sides only. The mechanized excavation is preferred for fast progress and completion

of work within stipulated time limits.

The excavation for the pipe trenches shall include removal of all material of whatever nature and

whether in wet or dry condition necessary for laying of pipe lines exactly in accordance with alignment,

levels, grades and curves shown on the plans or as directed by the Engineer-in-charge.

The width and depth of the trenches shall be kept as per instruction of Engineer-in- charge. Generally,

the trenches shall be kept 60 cm wider the outer diameter of pipeline (including coating) to be laid and

depth of excavation to conform the gradient shown in approved plans.

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Trenches shall be excavated to the exact width and depth according to the size of pipe and the sides shall

be left vertical as far as possible. The pipe trenches shall be taken sufficiently deep to give a minimum

cushion of one meter above the top of pipe. At joints, the trenches shall be made deeper and wider

suitably for some length for facilitating accommodation of joints.

The contractor shall have to provide necessary shoring and strutting at his own cost in the trenches

where soft or loose soil is met with. Extra excavation required for welding pits will be paid for. Payment

will be made on Cum. Basis as per schedule ’B’.

The contractor shall notify the Engineer-in-charge before starting excavation to enable him to take levels

for longitudinal and cross section for purpose of record of measurements before the ground is disturbed.

The bottom of the trench shall be leveled both longitudinally and transversely or sloped as directed by

the Engineer-in-charge. The contractor at his own cost shall remove boulders if met with to make the

bottom of the trench level.

No filling shall be allowed to bring the trench level. If excavation for trench is made deeper than that

shown on the plans, or ordered by the Engineer-in-charge, the extra depth shall have to be made up with

sand filling with watering and ramming at his own cost by the contractor.

The Engineer may order such changes in the dimensions and alignment of pipe trench as may be deemed

necessary to secure satisfactory cover over pipeline.

The contractor shall, as his own expense, make provision for all pumping, dredging, bailing out or

draining water and the trenches shall be kept dry during execution of all pipe line laying work.

At places where the pipeline crosses existing pipe lines, roads, canals, etc. excavation shall be made

deeper and wider to adjust the laying of pipe and casing pipes at levels specified by the authority in-

charge of existing pipe line or roads or canals.

After excavation is completed, the contractor shall notify the same to Engineer-in-charge.

Laying of pipe line shall not be commenced until the engineer-in-charge has approved the depth and

dimensions off trenches and levels.

Shoring And Strutting:

The contractor shall provide and maintain necessary shoring and strutting in loose strata to prevent

falling/sliding of sides at his own cost. The contractor shall get design of shoring approved by the

engineer-in-charge. The shoring shall be of sufficient strength to resist side pressure and ensure safety

against slips and blows and to prevent damage to work property and injury to persons. It shall be

removed after the work is completed.

Care should be taken to see that no damage is caused to existing sewers, underground pipes, cables, etc.

If they are damaged during excavation, the same shall he to be restored by the Contractor at his cost.

Certificate of satisfactory restoration including all protective measures shall have to be obtained by the

Contractor for all such services, roads, canals, etc. from the concerned authority.

The trenches shall be strongly fenced and red-light signals shall be kept at night to prevent accidents.

Sufficient care and protective measure shall be taken to see that the excavation shall not damage the

adjoining structures.

The contractor shall be entirely responsible for any injury to life and damage to the properties etc.

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Necessary protection works such as guide ropes, crossing places, barricades, caution boards etc. shall be

provided by the contractor. The contractor shall also provide facility for crossing trenches, wherever

required, as per instruction of engineer-in-charge.

Classification Of Strata:

The decision regarding classification of strata shall rest with the Engineer-in-charge/ consultant and his

decision shall be binding to the contractor. In case of dispute the decision of Superintending Engineer

shall be final and binding to the contractor.

The contractor shall have to arrange at his cost bailing or pumping out all water, which may accumulate

in the trench during the progress of the work, either by percolation, seepage, spring, rain or any other

cause. Similarly, he shall also have to arrange diverting surface flow if any, by providing earthen bands

or by other means at his cost.

Disposal Of Excavated Stuff:

No excavated stuff from trench is to be placed even temporarily within a distance up to 3 meters from

outer edge of trench. All excavated materials shall be property of owner. The contractor shall have to

sort out useful materials and stack them separately at convenient places as directed within 90 M lead.

The materials not useful in any way shall be disposed of within radius of 3000 M as directed by the

Engineer-in-charge. The site should be cleared of all debris on completion of work.

Mode of Measurement and Payment:

Quantity of the excavation will be measured up to range of 0.01 M in the slab of 1.50 M and 1.50 M to

3.00 M depth as per schedule 'B' according to actual work done and payment will be made on Cum basis.

EXCAVATION IN HARD / SOFT ROCK:

All other specification related to this work shall be applicable as per above. And additional specifications

are applicable as under.

1. The controlled blasting for excavation of work shall be carried out only after getting approval from

engineer-in-charge and full consultant with engineer-in-charge.

2 The contractor shall have to obtain necessary permission from concerned authorities before carrying

The excess excavation if done shall not be paid and also shall be filed up by cement concrete 1:3:6. The

contractor shall have to make his own arrangement for the tools and plants required for the work

Classification Of Strata:

The decision regarding classification of strata shall rest with the Engineer-in-charge/Consultant and his

decision shall be find and beginning to the contractor to the contractor.

1. Hard rock (chiselled, wedged or line) drilled shall incl. all rock, occurring in masses or boulders,

bigger than half cubic meter size each, which can best be removed by blasting out which owing to the

proximity is structure, possibility of shuttering the rock below or far any other reasons should be cut by

means of cold chisels or wedges or line drilled excavated hard rock shall be stacked properly as directed

by engineer in charge and usable rock shall be property of GWSSB/WASMO.

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The payments shall be made on Cum. basis.

Item no. 4: Lowering, laying and jointing PVC pipes and specials of following class and

diameter including cost of conveyance from stores to site of works including

cost of labour, material, except cement solvent, giving satisfactory hydraulic

testing as per ISI code, etc. complete.

Lowering, laying and jointing of PVC Pipe

1) The excavation for trenches shall be done before laying of the pipes as per required depth and

width so that adequate space can be made available for joint.

2) The pipes & joints shall be procured, supplied by the Contractor at work site at his own cost.

Every care shall be taken in carting them to site. During transportation any damage shall be

occurring to pipes for fittings the replacement of pipes given by the contractor at his own cost.

3) Before laying the pipes it shall be brushed throughout length so that the dust and soil can be

4) Reducer bends tees, and adopter etc. to be supplied by the contractor as per requirement.

5) All the specials such as bends, tees, reducer, etc. shall be fixed as per instruction of engineer-in-

charge in the pipeline.

6) The pipe shall be hydraulically tested during the testing no leakage shall be observed. If, leakage

observed, it shall be set rightly by the contractor at his own cost as per the instruction of

engineer-in-charge. The payment shall be paid after completion of whole item as mentioned in

price bid on Running Meter basis and 15% shall be withheld for satisfactory hydraulic testing

THE SCOPE FOR THE ITEM COVER

Cost of additional excavation required for jointing clearing the site of all scrubs, bushes, and

trees and dewatering where necessary.

Labour for laying pipes in trenches to correct alignment at required depth with tools, including

cutting of pipes and specials if required for laying of pipes including connecting pipes to specials and

appurtenances. Cost of the scaffolding, tools and plants, ropes etc.

Protection of existing works from damage and cost of repair to the damages carried out to the

existing structure, sewer line telephone/electricity cables, electric cables, electric lines, gas pipe line,

irrigation pipe line etc.

The pipe laying across the state highways, national highways etc. will have to be done either

through open cut method or through push through method depending upon the requirement to be

prescribed by the sanctioning authority. However, mostly it would be push through method.

GWSSB will not be able to provide water for testing of the pipelines & water containers of the

project. This shall have to be managed by the contractor at his costs and risk.

Labor for making joints including jointing material for joints, tools as well as tests. Testing of

pipes for leakage under water pressure and flushing the pipes after testing and construction work shall

have to be arranged by the contractor at his own cost.

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Item No. 5: Lowering, laying and jointing G. I. pipes with G. I. specials of following

diameters in proper position, grade and alignment as directed by Engineer-in-

charge including conveyance from stores to site of work, labour, giving

hydraulic testing, etc. complete

G.I. Pipe & GI Specials “B” Class

(1) Providing lowering laying or lifting as may be necessary and jointing G.I. pipe and specials such

as bends, tees reducers etc. including cost of jointing materials testing etc. Comp.

(2) G.I. Pipe of ‘B’ class (if not specified otherwise shall be provided in shall be got approved by the

engineer-in-charge. Before its use.

(3) The diameter of pipes shall be as specified in item of schedule ‘B’

(4) Necessary fitting such as couplings, bends unions reducers tees flanges etc. shall be provided by

contractor fitting shall be done as per instruction of engineer-in-charges.

(5) contractor shall also provide the required jointing materials threading equipment and required

tools for the work at his during fitting work.

(6) Necessary excavation and refilling and making holes if necessary, threading equipment and

required tools for the work at his cost during fitting work.

(7) Necessary testing shall be given by the contractor.

(8) the rate shall be paid per meter length of pipeline work completed as above inclusive of specials.

(B) Providing and fixing brass stop valve providing and fixing brass of iron wheel including

testing etc. complete.

(1) The size and quality of the wheel valve shall be as specified in item of schedule ‘B’

(2) the Wheel supplied by the contractor shall be of approved quality

(3) Fixing and testing shall be carried out as per instruction of engineer-in-charge.

(4) The rate shall be paid per no of valve provided fixed and tested.

Item No. 6 : 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. 1:4:8of 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

give size) Up to 1 Mt. depth from G. L. to pipe invert level incl. complete civil

works but excl. cost of excavation and refilling. Size of chamber 0.60 m x

m and 1.0 mt. deep with precast slab in two parts 15 mm

(1) The work shall be carried out as per the description of item. The thickness of the wall shall be

(2) The rate includes casting & fixing of R.C.C. precast slab.

(3) The chamber shall be of size as given in schedule - B. Foundation concrete shall be 15 cms. thick

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in c.c. (1:4:8) masonry wall shall be 23 cms. thick in C.M. 1:6 with inside plaster 12 mm thick in

C.M. 1:3 and outside cement pointing in Cm. M. 1:3, the top cover shall be of 100 mm thick.

(4) The specification for excavation, c.c. 1:4:8, cement plaster 12 mm thick in C.M. (1:3), cement

pointing in C.M. 1:3 shall be as per the similar item of this tender and as per the specification laid

down in PWD hand book vol. I & II.

(5) The payment shall be made as per number basis.

Item No. 7 : 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 (Rate for all calss of valves)

Lowering & Laying Sluice Valve & Air Valve :-

Necessary jointing material viz. Rubber packing, bolts, nuts, washers, etc shall be supplied by the

contractor at his own cost. Necessary C.I. specials shall be supplied by the department free of cost at the

departmental store as provided in schedule ‘A’ of the tender.

The valve shall be provided with CI cap as per IS with a removal key for valve operation. The valve shall

be fixed keeping vertical axis perfectly vertical and placed on cement concrete pedestal / block.

In case of scour valve, the branch flange and tail piece as per dia of scour valve shall be provided and

fixed with pipeline as per instruction of Engineer-in-charge. Additional excavation as may be required

shall be carried out by contractor without extra cost.

Item shall be paid at the rate quoted per number of sluice valve and scour valves fixed as per

specifications as per schedule 'B'. 10 % payment will be made after satisfactory hydraulic testing of

valves after installation on pipe line.

Item No. 8 : Refilling the pipe line trenches in four layers from the excavated stuff

including disposal of surplus excavated stuff as directed within a radius of

Kms. including ramming, watering, consolidating etc. completed.

The refilling will generally refer to refilling of trenches up to GL with excavated stuff or selected soil

brought from outside if required.

Filling materials:

Filling materials may be either excavated stuff on the selected soil, if required. If excavated stuff in any

section of pipeline is not suitable for refilling in the trenches as per the opinion of Engineer-in-charge,

the contractor shall have to bring the material from outside without any extra cost.

The contractor shall do refilling in a systematic manner. Each layer of 15 CMS thickness shall be well

watered and compacted before the upper layer is laid, till the final level is reached to form a thoroughly

compacted base.

Trenches for line shall be back filled after the pipeline is laid and engineer-in-charge has permitted for

filling. The refilling shall be done up to 30 cm above the pipe except the joint portion.

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The remaining portion of trench to be refilled after completion the hydraulic testing of pipe line.

Refilling on top of pipe shall be carried out carefully with the excavated soft stuff. The filling shall be

raised 250mm above G.L. for settlement.

The contractor shall be fully responsible for any settlement after passing of time or during monsoon and

the same shall be refilled with soil brought from outside, if necessary, without any extra cost.

The process of refilling in 15 cm. Layer including watering, ramming etc. shall be carried out in such a

way as not to damage the pipe line or foundation, footing, masonry already laid or built up.

Mode of measurement and payment:

The rate shall be paid per cum. of refilled volume to original level the measurement shall be worked out

on the basis of quantity of excavation as per item no. 1 of this tender less the volume of pipeline.

The rates include the loading, carting, unloading, breaking clods, ramming, watering, consolidating,

bringing selected materials brought from outside if required. Payment of refilling shall be made on cum,

basis after satisfactory testing of pipeline is given by contractor.

Item no. 9: Providing C.C. M 100 for encasing pipes using trap metal size 12 mm to 50 mm

incl. form work, curing, consolidating etc. complete

“Encasing of pipe shall be carried out in cement concrete M-100 using trap metal as per instructions and

workmanship of the engineering in charge.

Water, cement, sand stone aggregate, shall confirm to General specification of materials.

Before starting concreting the bed of the foundation trenches shall be cleared of all loose materials,

leveled, watered and rammed as directed.

The proportion of cement, sand and coarse aggregate shall be one part of cement, 3 part of sand and

part of stone aggregate or as mentioned in schedule-B in the same proportion and shall be measured by

The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be

allowed for smaller quantity of work if approved by the Engineer in charge.

When hand mixing is permitted by the Engineer-in-charge in case of breakdown of machinery and in the

interest of the work it shall be carried out on a water tight platform and case shall be taken to ensure

that mixing is continue until the mass is uniform in colour and consistency. However, in such case 10 %

more cement than otherwise required shall have to be used without any extra cost.

The mixing in mechanical mixer shall be done for a period of 1.1/2 to 2 minutes. The water quantity

shall be just sufficient to produce a dense concrete workability for the required purpose.

Transporting & placing the concrete:

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The concrete shall be handed from the place of mixing to the final position in not more than 15 minutes

by the method as directed and shall be placed into its final position, compacted and finished within

minutes of mixing with water i.e. before the setting commences. The concrete shall be laid in layer of

CMS. to 20 CMS.

The concrete shall be crammed with heavy iron rammers and rapidly to get the required compaction

and to allow all the interstices to be filled with mortar.

After the final set, the concrete shall be kept continuously wet if required by pounding for a period of not

less than 7 days from the date of placement.

Mode of measurement & Payment:

The concrete shall be measured for its length, breadth and depth limiting dimensions to those specified

on plan or as directed. For RCC work, 10% Payment shall be withheld for cube testing whereas for

concrete intended to use as to store water, 20% additional payment shall be withheld for hydraulic

The rate shall be for a unit of one cubic meter.

Item no. 10: Labour charges for repairing of leakage in PVC pipeline of following

diameter at different places including necessary excavation manually or by

mechanise excavation, dewatering removing of mud, cleaning of pipe and

leakage portion, cutting the pipeline & removing piece of pipe from trench

with inclusive of mechanical devices JCB, Hydra/Crain if necessary & labours

required with providing material such couplers, solution etc. comp. (incl. all

material but Excl. cost of pipe)

The work shall be carried out as per description of item and the Engineer in charge. And as per schedule-B.

Item No.: 11 Repairing House Connection

Item No. 11.1: - Providing & supplying UPVC pipe (SCH-40) including all taxes of specified

For 15mm dia UPVC pipes.

The item includes providing and fixing with necessary excavation for lowering, laying and

jointing 15mm Dia UPVC pipes within 3 metre length. The pipe shall be of approved make &

having pressure of 20 kg/cm2. After laying of pipes refilling of the trenches shall be done as per

the instruction of Engineer in charge.

The rate shall be paid per RMT. basis of completed item with testing.

Item No.: 11.2: - Purchasing and supplying at site of work G.I./P.V.C. specials as per

requirement incl. Railway freight, loading, unloading and carting from store to site. Sales

tax, insurance, octroi etc. complete.

(1) PVC Coupling 15 mm dia.

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(2) PVC Elbow 15 mm dia.

(3) 75/90/110 mm X 15 mm dia. Service Saddle

(4) Male Adaptor

(5) PVC End Cap 15 mm dia.

(6) 15 mm dia. G.I. coupling

(7) 15 mm dia. Brace Elbow

(8) 15 mm dia. G.I. Nipple 6" Long

(9) 15 mm dia. C.I Stop Cock

(10) 90 Dia PVC pipe 4kg/cm2 for 1.0 MT

The work shall be carried out as per description of item and the Engineer in charge. And as per

Item No. 11.3:- Excavation for pipe line trenches incl. all safety provisions using site rails

and stacking excavated stuff up to a lead of 90 mts. cleaning the site etc complete, for the

lifts and strata as specified.

Technical Specification of this Item is same as the above Item no.: -3’s specification

Item No. 11.4 : Lowering, laying and jointing PVC pipes and specials of following class and

diameter including cost of conveyance from store to site of works including cost of labour,

material, except cement solvent, giving satisfactory hydraulic testing as per ISI code.

(1)15mm dia pipe

Technical Specification of this Item is same as the above Item no.: -4’s specification

Item No. 11.5 : Refilling the pipe line trenches incl. ramming, watering, consolidating

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

Technical Specification of this Item is same as the above Item no.: -8’s specification

Item No.:12 Labour charges for repairing of sluice/reflux valve including materials,

labours and testing etc. complete

Diameter of CI sluice valve shall be as shown in Schedule-B. CI sluice valve shall be of class - I confirming

10.2 The rate includes fixing CI sluice valves with tailpieces including jointing materials such as nuts,

bolts, rubber packing zinc etc.

10.3 The rate includes giving hydraulic test to the satisfaction of Engineer-in-charge of work. with

necessary connection to existing line

10.4 Sluice valve shall be fixing with necessary spindle or wheel for operating the same.

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Mode of measurement- Per No.

Mode of Payment-Per No.

Item No.: 13 Labour charge for Cable replacement from GEB meter to Pumping

machinery due to stolen/ fired/ MCB switch /Relay switch/capacitor/fixing of

lugs/Contactor/panel board circuit for pumping machinery operation.

• Repairing should be carried out as per instruction of EIC.

• Material Should be provided by the Department.

• Mode of measurement- Per No.

• Mode of Payment-Per No.

Signature of Contractor Unit Manager DWSU

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“ DISTRICT WATER & SANITATION UNIT (DWSU), SURAT.”

Name of Work:- AS Per NIT

QUALIFICATION CRITERIA & EVALUATION PROCEDURE

“DISTRICT WATER & SANITATION UNIT (DWSU), SURAT.”

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QUALIFICATION CRITERIA & EVALUATION PROCEDURE

All information requested for in the down loaded forms should be furnished against the

respective columns in the forms in electronic formats. However, the tender/ Bidders are

cautioned that not giving complete information called for in the tender Documents in the

form required or not giving it in clear terms or making any charge in the prescribed

forms may result in the Bidder being summarily disqualified.

1.1 The tender’s/ Bidder’s name shall appear on each page of the prescribed Proforma.

1.2 Reference, Information and certificates from the respective clients certifying suitability,

technical know-how or capability of the Bidder shall be signed by that client, in full with

his name underneath in block letter and designation in that organization.

1.3 No further information will be entertained after submission of Tender Document unless

it is called for by the “ District Water & Sanitation Unit (DWSU), Surat.”.

1.4 Any effort by a Bidder / Bidder to influence the “ District Water & Sanitation Unit

(DWSU), Surat.”in the process of examination. Clarification, evaluation of Tender and in

decision concerning qualification, may result in disqualifying the Bidder.

1.5 The successful per-qualification made in the case of any Bidder for any other work of “

District Water & Sanitation Unit (DWSU), Surat.”will not be considered valid for the

1.6 The time for completion of the work as shown in NIT Point no.7 from the date of ‘Letter

of Intent’ by “ District Water & Sanitation Unit (DWSU), Surat.”.

1.7 The intending Bidder shall get himself registered with nproucre.com for obtaining his

unique identification number and digital signature required for participating in the bid.

1.8 The bids received under this single stage, one envelope procedure, shall be assessed and

evaluated based on the qualification criteria and evaluation procedure prescribed

2.0 LIST OF ACCOMPANIMENT:

Bidder shall include following accompaniment to tender documents while submission.

2.1 Letter of transmittal (Scanned Copy)

2.2 Power of attorney:

A power of attorney on non-judicial stamp paper of appropriate value duly notarised by

a notary public, if power is delegated for signing the bid to other persons by applicant.

2.3 Certificate of registration:

A Certificate of registration as approved contractor of concerned State Government/

Railway/CPWD/ Government bodies. The applicant(s) who are registered with other

Government (State/Central), Board, Corporation, and Government Undertaking /

Organizations of state & central government including all Public Sector Units shall

submit proof of application made for registration for class as per NIT Point no.33 in

Gujarat State (Scanned copy).

2.4 Supporting document:

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Every blank (Fields) in the tender documents (Forms, Schedules, etc.) must be filled by

the Bidder and submitted online. Tender forms which are not completed will not be

accepted online use of dash (-) is not permitted. Please write “Not applicable” or “Nil” as

and where required by Bidder.

DESCRIPTION OF PROFORMA

Additional Information and Litigation History / Debarment /

1 Form-9 Blacklisting (Applicable for form filling) on Rs.300.00 Non

Judicial Stamp Paper(with Notarized)

2 Form-18 Form-H (Self Declaration)

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ADDITIONAL INFORMATION AND LITIGATION HISTORY / DEBARMENT / BLACKLISTING

Name of Applicant:

1. PLEASE DESCRIBE:

Company’s history of litigation or arbitration / Debarment / Blacklisting from contract executed in the last

ten years or currently under execution. Please indicate for each case the year, name of employer, cause,

matter in dispute, disputed amount, and whether the award was for or against the company.

2. Please add any further information that you consider to be relevant to the evaluation of your application. If

you wish to attach other documents, please list below:

SIGNATURE OF BIDDER

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PROFORMA FOR LETTER OF UNDERTAKING (FORM-H)

(Self Declaration on letter pad)

To, Unit Manager,

i. I/We hereby declare that I/We have visited the site and fully acquainted myself / ourselves with local

situations regarding materials, labour and other factors pertaining to the work before submitting this tender.

ii. I/We hereby declare that I/We have read the Tender Documents published on website

www.gwssb.nprocure.com and accordingly submitted online price Bid for the work of ------------------------------

iii. I/We hereby declare that I/We have carefully studied the conditions of contract and specifications and other

documents of this work and agree to execute the same accordingly.

iv. I/We hereby declare that my/our near relatives are not working in this division or in its sub-divisions as an

Engineer of any category, Divisional Accountant, Store Keeper, and in the Circle Office as a Superintending

Engineer as on today.

v. I/we hereby declare that I/we are not declared ineligibility for corrupt or fraudulent practices issued by the

central/state govt. In accordance with Sub Clause No. 41 Corrupt or Fraudulent Practices or not in the list

of black listed contractors announced by GWSSB/ GWIL /WASMO/ Govt of Gujarat or its Public Sector

Undertakings, Government of India, Other states Government or Public Sector Units.

vi. I/ We hereby submit our tender and undertake to keep our tender valid for a period of 180+28 days from the

last date of submission online bid tenders i.e. up-to ----------------. I/We shall not vary/ alter or revoke my/ our

tender during the validity period of tender. This undertaking is in consideration of “ District Water &

Sanitation Unit (DWSU), Surat.” agreeing to open my/ our tender, consider and evaluate the same for the

purpose of award in terms of provisions of tender documents. Should this tender be accepted, I/ We also

agree to abide by fulfill and comply with all the terms and conditions and provisions of the above mentioned

tender documents.

vii. I/We also declare that the bid duly filled in online and digitally singed and the required Earnest Money

Deposit, Tender Fee and other required documents (scanned copy submitted online) will be handed over in

physical form to the ....................................by RPAD/Speed Post only.

If this declaration is found to be incorrect then without prejudice to any other action that may be taken I/we shall

be debarred from bidding in GWSSB/GWIL/WASMO/VWSC tender for three years and my/our security deposit

may be forfeited by WASMO in full & the tender, if any, to the extent accepted, may be cancelled.

Signature along with seal of the Company

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VOLUME – III – PRICE BID

2.0 BID FORM (WITH PRICE)

SUMMARY OF - Grand Summary of Schedules (Covering

Breakup of Cost for Construction Phase

Schedule B - ............ Work

Schedule of Payment for Works

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1. Name of work:- As Per NIT

2. The rates and prices shall be submitted in the electronic formats given by n-procure

which is called Schedule-B ( Schedule B1, Schedule B2 & Schedule B3), rates and prices

received in any other formats will be rejected and the Bids will be disqualified.

3. It will be entirely at the discretion of the Employer to accept or reject the bidder’s

proposal, without giving any reasons whatsoever and the bidder shall not be permitted

to withdraw his bid on this account.

supplied from the by client.

5. In Schedule-B the Bidder shall quote prices for the items on lump sum / unit rate as

called for against the BOQ item.

Schedule-B only will be considered for price evaluation & shall form a part of the

Contract Agreement.

Schedule-B and shall be carried forward to Schedule-B for comparison and evaluation.

8. Wherever for a particular item the quantities have been specified payment shall be on

unit rate basis and unit variation in quantity will be paid with pro rata basis.

9. Each item is to be individually priced online and the amounts shall be added up to arrive

blank except where the item description requires the item to be priced on "as applicable”

basis. The item shall not be priced if it is “not applicable” to the bidder’s design, in which

case the bidder shall add the words “NOT APPLICABLE”. The wording in the item

description is for subject matter guidance only; clause references are indicative only and

all other relevant clauses shall also be referred to. The prices shall allow for all the works

covered under the bid and all liabilities and contractual obligations whether separately

specified or not. Items against which no prices are quoted shall not be separately paid for

and the bidder shall be deemed to have covered the cost of execution of such items

(according to the requirements of the bid document) in the prices quoted for other items.

satisfactory working/safety of the system as specified, will not be separately paid for by

the Employer when executed and shall be deemed to be already covered by other items

and rates listed in the price sheets No extra payment shall be given for any item which is

required to complete and perform the project.

carried over and arithmetic corrections if any will be considered for financial evaluation

12. The bidder shall be deemed to have allowed in his price for provision, maintenance and

final removal of all temporary works of whatsoever nature required for construction

including temporary bunds, diverting water, pumping, de-watering etc. for the proper

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execution of works. The rates shall also be deemed to include any works and setting out

that may be required to be carried out for laying out of all the works involved.

13. Prices shall be filled online only.

Specifications and other sections of these bid documents and these documents are to be

taken as mutually explanatory of one another.

15. The bidder shall interpret the data furnished and carry out any additional survey work, or

investigation work required at his own cost.

16. The prices quoted shall also include the cost of materials utilized for testing.

17. The bidder should acquaint himself with the site conditions including the access to Work

site. The successful bidder shall have to make suitable access to work sites at his own cost.

These accesses will be used by the other contractors working for GWSSB/WASMO.

shall include all the equipments / materials / accessories and services required as per the

19. 1% of the value of work will be deducted from the Running bill against labour cess which is

non refundable.

20. The prices shall be quoted inclusive of all taxes, royalties and duties prevailing at the time

of submission of the bids but exclusive GST. Statutory variation if any during the currency

of contract shall have to borne by the agency which shall be not reimbursed by the

21. The rates should be quoted exclusive of GST

22. The Bidders shall have to quote the rates in this tender keeping in view of the Probable

rebate available to them as per the above Circulars of Government of India. The liability of

the Department is limited to issuing the Project Authority Certificate to the Contractor and

the Department does not take any responsibility whether the Agency gets the Excise

Exemption or not. The Complete responsibility rests with the Contractor/Agency only.

23. The process requires that the bidder shall quote his price for the work components

during the entire period of performance of the contract.

24. Payment shall be made for the components for which lump sump prices are quoted, as per

the schedule of payment. Total cost will be worked out on the basis of work done of

individual items and rates quoted against those particular items only.

25. Royalties: The contractor shall be liable to pay the royalty of the quarried materials/

minerals used in the construction of works at the rates specified in the Narmada Water

Resources, Water Supply & Kalpsar Dept. Resolution No. GEN-2010-595- (6)- M.I. Cell ( K-

1) Dt. 29-4-2011 ( Gujarati Version Copy enclosed) and shall be recovered from the

running bills of the work from time to time and remaining amount if any shall be recovered

from the final bill before releasing the security deposit of the work. The contractor shall

furnish the statement showing the quantity of quarried materials / minerals from whom

purchased ( with full address of the seller) and copies of the bills for purchase to the

Executive Engineer/Unit Manager of the in charge of the work. The contractor shall also

furnished such additional information as regards royalty payment to the competent

26. Agency shall have to take Insurance policy and intimate to GWSSB/WASMO along with the

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evidence within time limit. In case of non compliance entire responsibility shall be rest

with the agency and required amount shall be recovered from any due amount of the

27. GWSSB/WASMO can recover penalty amount from the agency for not taking the insurance.

Though the penalty amount is recovered, responsibility of the agency for taking insurance

shall be continued and will not be escaped from the responsibility.

28. The contractor shall apply fair means of stock maintenance and shall adopt accounting

standard as may be prescribed under GST Act as applicable in the state of Gujarat. For

arriving at the difference in procurement prices due to introduction of GST it will be open

for the Board to ask for original invoices, lorry receipt, weigh bridge slips, payment details

and such other documents as may be required for the purpose.

The claim of contractor regarding GST shall have to be backed by documentary evidence

substantiating the actual payment of tax duly certified by the competent tax authority. The

final decision regarding the quantum of claim amount to be recovered or reimbursed shall

be of the competent authority of the WASMO/GWSSB and shall be binding on the

Signature of Contractor : Unit Manager DISTRICT

WATER & SANITATION UNIT

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